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DS-13-608 Miami Shores Village MAY 12017 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 9111FBC 2014 BUILDING Master Permit No.� f 3s GQ� PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 A/ V �_ re L4 City: Miami Shores County: Miami Dade zip: V Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: �^ OWNER:Name(Fee Simple Titleholder): v ` Phone#: �1 D � Q Address: Lf IS CC ,1 ' b City: //'' // / / / '7 CSC- State• f�L Zip:3 7�^�`7 7— Tenant/Lessee Name: _ V Phone#: _1 26 79V61c2i Email CONTRACTOR:Company Name: L' Phone#: Address: _CC VYl C' C� C', II-,Uy,,- City: State Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address City: State: Zip: Value of Work for this Permit:a-+I4-Z Q'_2 I!fl C VP t,� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Rep/air/Replace ❑ Demolition Description of Work: c 1AIr of G:�2 f r7 4 Specify C for 9 ` Submittal Fee$ Permit Fee$ CCF$ 1 ` bV. 't" "`1ratO%CC -:> Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature C� Signature \ OW o AGENT C0kRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of A�n 20 by Ip dray of ��t I 20 + by A \11 �� who is personally known to wl/J"I ( who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: r Print: Nobry nt: NaSeal: ��pPA0p Sea cn too JENW M P�P • fbd t� Notary p 81010 o I Ff 913 my C , •s Commlls'"FF OF3311M44 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) April 27, 2017 To: Miami Shores Village Building Department I, Duby Avila, owner of the property located on 45NW 103 Street, Miami Shores FL. 33150 want to close the permit number D5 13-608 since I am not interested in continuing with the project. If you have any questions please do not hesitate to contact me at any time. Sincerely, Duby Avi a 407.846-6040 L.__-- 407-433-0898 Yanady Prieto Subject: CANCELLATION Location: 45 NW 103 ST Start: Wed 5/3/2017 11:30 AM End: Wed 5/3/2017 12:00 PM Recurrence: (none) Meeting Status: Meeting organizer Organizer: Yanady Prieto Required Attendees: Ismael Naranjo;Arlenis Silvera; Maharai Gonzalez; Sindia Alvarez CANCELLATION CIE PERMIT DS13-608 45 NW 103 ST 7 -399-4621 305-917-5858 n`2IV= C �k � �� Lo�', �r5 Miami Shores Village Building .Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 ��'�'' Tel: (305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 FBC 20 10 BUILDING Permit No. PERMIT APPLICATION Master Permit No1D5 13 --60�r Permit Type: BUILDING "W"CELLED ROOFING JOB ADDRESS: ¢S AI /V 3 CANCKk City: Miami Shores County: Miami Dade zip: -3.3 13(9 Folio/Parcel#: 112-136 O 43 ///fl Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): :2)y13 X Phone#: Address: //// Al' Z`kF e L_ AvuxvE City: 14/5 Si At Nt E=� State: zip: 34 7¢.1 Tenant/Lessee Name: Phone#: -5 S� Email: UbN 50r;17-1 CONTRACTOR:Company Name: Al Ge_ Phone#: 9 5 -x.3-6.13 q Address: /• �3 Sw �'�- -Sf City: Stater zip: --33C>2 7 Qualifier Name: Phone#: 2: 36 385'2 State Certification or Registration#: G G C_ /,Sty 76 J:/ Certificate of Competency#: Contact Phone#: 9 36 3 87 7 Email Address: ? L A 9Z 9¢ � `�'�a 00 A . DESIGNER: Architect/Engineer: Phone#: Valve of Work for this Permit: $ J"dam• _ Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ONew ❑Repair/Replace ❑Demolition Description of Work: Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and A1R CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Co to The foregoing instrument was acknowledged before me this The foregoing instrument was cknowledged before me this-- day of ► ,20 13,by )13 v AN d day of/°yl� ,2 3 ,by �`L,) y2�>2(6 z who is personally known to me or who has produced l 1� who is personally known to me or who has produced G� As identification and who did take an oath. as identification and who did� l?p Bath. NOTARY PUBLIC: a �uuuu►► NOTARY PUBLIC: .t i ��. Arle,,,�%,,� ��: Sign: �� % Sign: - . Print: =_ °� ,®, o s ns _ Print: My Commission Expires: 0F>>�os�,� l/C; My Commission Expires: �'�i,Q�/ .�""' I D P,�t\\\��\. APPROVED BY Plans Examiner (J Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) JOSE A. MARTINEZ P.E. #031509 Civil Structural Engineer STEEL STAIR & RAILING SHOP DRAWING STRUCTURAL CALCULATIONS WILLIAM J.JURGBERG JTRS & RANDREW DE PASS JTRS RESIDENCE. AT 9350 NE 12 AVE MIAMI, FL i✓)r'R,%it fi 1 a G R T• �; „1n� vniiEC'f! . DATE' A -AA1Cl R� ;4•; For�1".,. ,wfj}F,Cl:, t. �AKN4t5S t � R'f%f•� „C,�with !her .tr 9 tl�tL+gR2i111 �S fSjOt�-ia lcew[�e:fP�1ipyle ` toy fr .n tr,e ::,�., bjlity*}'<9flftja** of dEtw9cb4{bMI •LA•:i. .. ".E ••',.� -+j0 <qa +s ;deb F+: �•-Ela,'tcf^P49tKil�tbfld',I�t";'i�Ai3?�'tQtd3i k^ wivirmpe �..F ma0.com(. 11,aaw. i 3JL_r•s.:-.y•r,<.:u ��; <..^�a�e•�4"�t.�acat+�2��;cwrf' S}i9i�.99�?}!•�' �p8'�'M3c�: rT .D� •�SUr ata �Q'B G�=SiIY `moi��RI)i6Y4�' tWO Y-Urt i{1 24 E 5th 9+Hialeah, FL.Phone: VF A — SHOP DRAWING REVIEW • NO EXCEPTKW TAKEN • MAKE COMWM MMTED DAIE, 0 AMEND AND REMW W. Review onlY for COffilftr011wat With dnion cW100% btant specified criteria and goneral compRom does not nahwe the conmKw Vftth*c0llhlc dociuqnwft.Revie�v *am OW HIPIPOINWIlly of confirm in g and co"elating all quantift&dkrawdlloM dsftb of design site conditions,consinscuons mom&W ,joti & IftIld"W5610hicoordInation. TC ENGINEERMS, IIK. COMM" tc 7805SWUST.RIM11011 CA L'S.NO-SOM-LJO�HW(SO)Ul-0321 4447 7 CONTENTS: 1.)MATERIALS 2.) DESIGN INFORMATION 3.)DESIGN LOADS 4.) HANDRAIL DESIGN. 5.) POST DESIGN 7.) BOTTOM RAIL DESIGN. 8.)WELD 9.)STAIR DESIGN 1.) MATERIALS MATERIALS: Members: carbon steel A-629 Fy=42 Ksi towable Stress for Components: Bending: Fb= 25200 psi Shear Fs = 16800 psi Welding: Filler Metal E70XX Fy=70 Ksi towable Stress for Welding: Fw= 14400 psi 2.) DESIGN INFORMATION -Florida Building Code 2010 -Minimum Design Loads for Building and Others Structures,ASCE 7- 10 -AISC Steel Construction Manual, 14 Edition ASD DESIGN LOADS: 3.) DESIGN LOADS (FBC 2010) Uniform Live Load = 100 psf Handrail Design Loads: Concentrated Load = 200 lbs. applied at any point in any direction. Uniform Load = 50 plf applied in any direction (other than dwelling units). Guardrail System Loads: Concentrated Load = 200 lbs. applied at any point in any direction at the top of the guardrail (other than dwelling units include a load of 100 lbs applied vertically downward at the top of guardrail). Concentrated horizontal load of 200 lbs applied on a 1 sq. ft. area at any point in the system. Uniform Hor. Load= 25 psf over the gross area of the guard, including the area of any openings in the guard. Stair Uniform Live Load= 60 psf Concentrated Load= 200 lbs. applied at end of step HANDRAIL DESIGN: A n IA IA L L L 10 Consider two equal continuos spans = 4.7 ft Maximum Moment Concentrated Load =200 lbs. Mpmax:= 200-L Mpmax=235 ft—Ib 4 Uniform Load= 50 plf Mwmax:= 0.125.50•L2 Mwmax= 138.06 ft—Ib Mmax:= if(Mpmax>Mwmax,Mpmax,Mwmax) Mmax=235 1 ft—Ib Maximum Shear: Concentrated Load= 200 lbs. Vpmax:= 200lbs Vpmax=200 lbs Uniform Load= 50 plf Vwmax:= 0.617-50-L Vwmax= 145 lbs Vmax:= if(Vpmax>Vwmax,Vpmax,Vwmax) Vmax=200 1 lbs Section Required: Bending Design: Section Modulus Required: Mmax.12 Sreq:= Sreq=0.27in3 10500 Shear Design: Fs=5000 Area Required: Areq 1.5•Vmax Areq=0.06 int 5000 Section Provided: 2"x 1/2" SOLID ALUM. FLUSH RAIL CAP Sprov:= 0.5(2)2 Sprov=0.33 in3 6 Check:= if(Sprov<Sreq,"INCREASE ANGLE THICKNESS","O.K.") Check="O.K.' 71 Aprov:= 0.5 x 2 Aprov= 1 in3 ZLeqj�:= if(Aprov<Areq,"INCREASE ANGLE THICKNESS" "O.K.") Check="O.K." SE 2"x 1/2" SOLID ALUM. FLUSH RAIL CAP POST DESIGN: h F E Load Cases Maximum Reaction: Concentrated Load = 200 lbs. Rpmax:= 200 lbs Uniform Load= 50 plf Rwmax:= 1.1.50•L Rwmax=258.5 lbs Rmax:= if(Rpmax>Rwmax,Rpmax,Rwmax) Rmax=258.5 I s Maximum Moment X:= 42 Mpostmax:= Rmax-hp Mpostmax = 10857 in-Ib Maximum Shear. Vpostmax:= Rmax Vpostmax=258.5 lbs Section Required: Bending Design: Fb=10500 Fv=5000 Section Required: Bending Design: Section Modulus Required: Mmax•12 She � Sreq=0.27in3 10500 Shear Design: Fs=5000 Area Required: 1.5•Vmax Am-c - Areq=0.06 int 5000 Section Provided: 2"x 1/2" SOLID ALUM. FLUSH RAIL CAP 0.5(2)2 s Am:= Sprov=0.33 in 6 QW4:= if(Sprov<Sreq,"INCREASE ANGLE THICKNESS","O.K.") Check="O.K." ASC wv:= 0.5 x 2 Aprov= 1 in3 aheyc:= if(Aprov<Areq,"INCREASE ANGLE THICKNESS","O.K.") Check="O.K." SE 2"x 1/2" SOLID STEEL RAILING BOTTOM Weld design Welding: Filler Metal E70XX Fy=70 Ksi towable Stress for Weldin Fw= 21000 psi Fall:= 18 Ksi 01e1d fweld:= 0.65 1 hpostweld:= — in 8 Weld Wpc:= fweld•hpostweld•Fall Wpc= 1.46 k—in Shear(Post) Fsts:= 258 Ib Fshear:= Fsts 1000 Fshear=0.26 k if(Fshear>Wpc,"INCREASE SECTION","O.K.") ICheek="O.K." 00 0000.. 0000.. 0000.. 0000.. .. .. .. :00:00 6•P B LM***** Specification Data 0000 Performance•hareeteristics of laminated glass made with Saflex interlayers •••••• • •• •••••• Safety Security Hurricane/other Ught Solar Sound . . _ 4 ' �p 006.00 600 . . $ _�p N 0 N •6666' GJ U LL N 15 2 2 .2OR m Nominal overall ,x ;� g M ori a i E -a j = N U In(mm) Unit Configuration,Inches 5 e) 4C � � m � � � � i i- � �i 3i cc O Standard Glass(Single Lite Glass) 114"(6mm) - - - - - - - - 0.88 0.77 0.66 0.94 0.82 1.03 201 31 27 1/2"(12mm) - - - - - - - - 0.85 0.63 0.05 0.83 0.72 0.98 180 37 33 Insulated Glass Units(Monolithic Glass-Air Space-Monolithic Glass) 1"(25mm) 1/4" [1/2"airspace] 1/4" - - - - - - - - 0.79 0.60 0.00 0.81 0.70 0.47 168 35 27 1.112"(38mm) 1/4" [1"air space] 1/4" - - - - - - - - 0.79 0.60 0.00 0.81 0.70 0.49 168 37 27 Laminated Glass featuring Saflex PVB Interlayers(glass-PVB-glass) 114"(6mm) Lami-0.030"Saflex®-Lami • • - - • - - • 0.86 0.72 0.00 0.91 0.79 1.00 194 34 30 5116"(7mm) 1/8"-0.030"Saflex®-1/8" • • - - • - - • 0.88 0.72 0.00 0.91 0.78 1.00 194 34 30 K� 5116"(7mm) 1/8"-0.060"Saflex®-1/8" • • • • • • - • 0.86 0.65 0.00 0.85 0.74 0.94 183 35 31 ---_r OLA89 9116"(14mm) 1/4"-0.060"Saflex®-1/4" • • • • • • • • 0.86 0.65 0.00 0.85 0.74 0.94 183 37 33 - - • --i - �_=-- -•- --•-- • - Keep Safe _44F '-(1dmftt} 0 090"-Saflex@-114 - 0.-64 0.60- 0-00-0.8 - 0.73- 181 t81_ -__ 3* ALA6B MI AM t 9/16"(14mm) 114"-0.075"Vanceva@ Storm-11V' 0 • • • • • 0.85 0.64 0.00 0.84 0.72 0.93 179 37 34 •e • • ••e• •....• . . . . sees•• •• •• •• sees• • ••• sees•• .•P�16 Lrninated Specification Data . . .... . :sees: Performancaeira..re.eteristics of laminated glass made with Saflex interlayers •••••• • •• ••• •• Safety Security Hurricane/other Ught Solar Sound . _ sees•• sees • • - � � N IA N �, sees ( ( LL N Nominal overall Sj ;� N J d iE� N > Olt a U w N U In(mm) Unit Configuration,Inches PJ 4 :3 m w bi uTi :5 m I L rn O Standard Glass(Single Lite Glass) 1/4"(6mm) - - - - - - - - 0.88 0.77 0.66 0.94 0.82 1.03 201 31 27 1/2"(12mm) - - - - - - - - 0.85 0.63 0.05 0.83 0.72 0.98 180 37 33 Insulated Glass Units(Monolithic Glass-Air Space-Monolithic Glass) 1"(25mm) 114" [1/2"air space) 1/4" - - - - - - - - 0.79 0.60 0.00 0.81 0.70 0.47 168 35 27 1-112"(38mm) 1/4" [1"airspace) 114" - - - - - - - - 0.79 0.60 0.00 0.81 0.70 0.49 168 37 27 Laminated Glass featuring Saflex PVB Interiayers(glass-PVB-glass) 1/4"(6mm) Lami-0.030"Saflex@-Lami • • - - • - - • 0.86 0.72 0.00 0.91 0.79 1.00 194 34 30 5/16"(7mm) 1/8"-0.030"Saflex®-1/8" • • - - • - - • 0.88 0.72 0.00 0.91 0.78 1.00 194 34 30 vj�,,�,.,�u 5116"(7mm) 1/8"-0.060"Saflex®-1/8" • • • • • • - • 0.86 0.65 0.00 0.85 0.74 0.94 183 35 31 --- _r OLA88 9116"(14mm) 1/4"-0.060"Saflex®-1/4" • • • • • • • • 0.86 0.65 0.00 0.85 0.74 0.94 183 37 33 S (_14mm) 1/41'=0.090 Safiwo-114"-: '-- :_ - - - a • • +-- 0:64 0:60 0 00°V.84--0.73-481- 184E- 37A----33' QLA88 r " 9116 (14mm) 1/4 0.075 Vanceva®Storm-1/4 • • • • • • • • 0.85 0.64 0.00 0.84 0.72 0.93 179 37 34 JOSE A. MARTINEZ P.E. #031509 Civil Structural Engineer AM am Wfiff t; l I-y fiff-W MEN,In AV t;up STEEL STAIR SHOP DRAWING STRUCTURAL CALCULATIONS WILLIAM J.JURGBERG JTRS & RANDREW DE PASS JTRS RESIDENCE. .'•••. . . 0000 0000.. AT • .. 0000 9350 NE 12 AVE MIAMI, FL 0000.. 0000.. . 0000 0000 . . 0000 0000 00.00 99.00. 999 0000. 0000 .. 0000.. 0000.. 0 . 0 . 0000.. .9 . 0000.. .. 0000 SHOP DRAWING REVIEW '••' ® NO EXCEPTIONS TAKEN O MAKE COMECI M NDKATED DATE �5 O AMEND ANO RESUBMIT gy: Review only br conformance with design concept, intent specified criteria and general compilance with the contact documents.Review does not relieve the contractor from the responsibility of confirming and correlating an quantities&dimensions,details of design,job& site conditions,constructions means and methods&job coordination. TC ENGINEERING, INC. CONSULTING ENGINEERS PH W RX tcstructuralengineering@gmail.com 780S SW 24 ST.SUITE 106 • MIAMI,FL 331 SS CA LIC.No.30288 - PHONE(30S)261-0321 6 24 E 5th ST Hialeah, FL. Phone: (305)887-4417 Fax: (305)884- L JOSE A. MARTINEZ P.E. #031509 Civil Structural Engineer STEP DESIGN Angle 2"x2"x1/8" Span step Lst:= 33 in Maximun moment on step Uniform Load (60 asfl 60 (12Lst)2 Mmax:_ — Mmax= 28.36 lb— ft 2 8 Concentrated Load (2001b) P:= 200 lb P (-L12- ) Mmaxc:_ — Mmaxc= 68.75 lb— ft 9999 2 4 • . . 9999 9999.. .. . 00 .. 0 a Shear ""'• •• •••••• 9999.. Uniform Load (60 psfl 9999 9999 .9000. 9999 9999 9999. . . 9999.. ... 9999. 9 Shear:= 100 Lst Shear= 275 lb— ft .. .. . 9999.. 12 999099 0 9 . .)] 9 9 999999 Concentrated Load (200 Ib) • . 999999 ..9 00 .. Shearc := (P) 00 4 Step Section Properties Moment of Inertia Section Modulus (Ixc) := 0.19 in (Sx) := 0.13 in Fbcal:= I MmaxcJ 12 Fbcal= 6346.15 psi Sx Check:= if(Fb <Fbcal,"INCREASE SECTION",°'O.K.") ICheck= "O.K" 24 E 5th ST Hialeah, FL. Phone: (305) 887-4417 Fax: (305) 884- T JOSE A. MARTINEZ P.E. #031509 Civil Structural Engineer Deflection (Uniform Load) NImax•2 Lst 2 (12) lb W1 := W1 = 0.63 12 in W 1•Lst4 D1 := D1 = 0.0168 in (81xc•E•1000) Deflection (Concentrated Load Moment) P•( Lst2 / l3 Dcl := Dcl = 0.0544 in (3Ixc•E•1000) Allowable Deflection DOI:= Lst I Dalt= 0.1833 in (180) •••• 0000.0 ��k:= if(Dall<D1,"INCREASE SECTION","O.K") lCheck= "O. v• •• :0 .. .. 00 . 000000 �C,her�i:= if(Dall<Dcl,"INCREASE SECTION","OK") Check= "O.I •• • • 0000.. 0000 0000 . . 000. 0000 00000 0000.. ... . 0000. 0 . 00 00 00 000..0 :00:6: s 0 • • 00000• •0000• 0 0 • •0000• 00 • 0 000 0 0 24 E 5th ST Hialeah, FL. Phone: (305) 887-4417 Fax: (305) 884- r i MY f A P -,IAIRn License#2D730 •••• •••• ••••• • • • ••••.• 00 0 0 000 • • • 0. SAP2000 Analysis Report Prepared by IR Model Name: orthomodel 4-11-15.sdb 15 April 2015 orthomodel 4-11-15.sdb SAP2000 v15.0.0- License#2D730 Contents 15 April 2015 Contents 1. Model geometry........................................................................................................................................................ 4 I.I. Joint coordinates............................................................................................................................................ 4 1.2. Joint restraints................................................................................................................................................ 6 1.3. Element connectivity...................................................................................................................................... 6 2. Material properties.................................................................................................................................................... 9 3. Section properties................................................................................................................................................... 10 3.1. Frames......................................................................................................................................................... 10 3.2. Solids........................................................................................................................................................... 11 4. Load patterns.......................................................................................................................................................... 11 4.1. Definitions.................................................................................................................................................... 11 5. Load cases............................................................................................................................................................. 11 5.1. Definitions.................................................................................................................................................... 11 5.2. Static case load assignments....................................................................................................................... 12 5.3. Response spectrum case load assignments................................................................................................. 12 6. Load combinations.................................................................................................................................................. 12 7. Structure results...................................................................................................................................................... 14 7.2. Base reactions............................................................................................................................................. 14 B. Joint results............................................................................................................................................................ 14 11. Design preferences............................................................................................................................................... 26 11.1. Steel design .............................................................................................................................................. 26 12. Design overwrites................................................................................................................................................. 26 12.1. Steel design ••'• 26 • List of Figures """ • .... .... . . .... .... ..... Figure 1: Finite element model..........................................................................................•.•...............�........�.:as' 4 Figure 2: Deformed shape %'o-, List of Tables •'• �••••� Table1: Joint Coordinates............................................................................................................................................ 4 Table2: Joint Restraint Assignments...........................................................................................................................16 Table3: Connectivity- Frame....................................................................................................................................... 6 Table4: Frame Section Assignments............................................................................................................................ 8 Table 5: Material Properties 02-Basic Mechanical Properties...................................................................................... 9 Table 6: Material Properties 03a-Steel Data.............................................................................................................. 10 Table 7: Material Properties 03b-Concrete Data........................................................................................................ 10 Table 8: Frame Section Properties 01 -General. Part 1 of 4........................................................................................ 10 Table 8: Frame Section Properties 01 -General. Part 2 of 4........................................................................................ 10 Table 8: Frame Section Properties 01 -General. Part 3 of 4........................................................................................ 10 Table 8: Frame Section Properties 01 -General. Part 4 of 4........................................................................................ 11 Table9: Solid Property Definitions.............................................................................................................................. 11 Table10: Load Pattern Definitions.............................................................................................................................. 11 Table11: Load Case Definitions................................................................................................................................. 12 Table 12: Case-Static 1 - Load Assignments............................................................................................................. 12 Table 13: Function-Response Spectrum- User......................................................................................................... 12 Table 14: Combination Definitions............................................................................................................................... 13 Table16: Base Reactions........................................................................................................................................... 14 Table17: Joint Displacements.................................................................................................................................... 14 Table18: Joint Reactions............................................................................................................................................ 25 home Page 2 of 26 ortliomodel 4-11-15.sdb SAP2000 v15.0.0 - License#21D730 List of Tables 15 April 2015 Table 21: Preferences-Steel Design -AISC-ASD01. Part 1 of 2 ................................................................................ 26 Table 21: Preferences-Steel Design-AISC-ASD01. Part 2 of 2................................................................................ 26 0000 . . 0090 00.0.0 .. 0000 . 0 0 0000.. .. . 0000.. 000.0. 9 .0900. 0000 0000 . . 0000 0000 09.00 . . 9 00000 .. 0000.. 0000.. . 0000.. home Page 3 of 26 ` ortliomodel 4-11-15.sdb SAP2000 v15.0.0- License#2D730 1. Model geometry 15 April 2015 1 . Model geometry This section provides model geometry information, including items such as joint coordinates,joint restraints, and element connectivity. Figure 1: Finite element model 1.1. Joint coordinates . . .... ...... ...... .. . 00000. Table 1: Joint Coordinates 000:0• 4 :0690• Table 1: Joint Coordinates • • • • "" "" • • 0 0000 •••. 000• .Mim °ordSys y CoordTTy�e, t¢ GlobaD6 is! batt F r r • • a' @.(n�tA4m77, •••••• ••• • ••••• t. -a- ''^ rt t r is .' €.. a_.l., ➢n ..`t, *, ,` -'3T9 �. "'h r "rw.."'�7F • • • • 1 GLOBAL Cartesian 120.002 -86.000 -42.006 • ••"o' 2 GLOBAL Cartesian 120.002 -86.000 -48.554 :••:•: ' '• • • • • 0.04.0 3 GLOBAL Cartesian 109.002 -86.000 -42.006 •••••• • 4 GLOBAL Cartesian 109.002 -86.000 -35.006 ' :-00-o . • 0000•• 5 GLOBAL Cartesian 98.002 -86.000 -35.006 • • • •• • 6 GLOBAL Cartesian 98.002 -86.000 -28.006 7 GLOBAL Cartesian 87.002 -86.000 -28.006 8 GLOBAL Cartesian 87.002 -86.000 -21.006 9 GLOBAL Cartesian 76.002 -86.000 -21.006 10 GLOBAL Cartesian 76.002 -86.000 -14.102 11 GLOBAL Cartesian 65.002 -86.000 -14.102 12 GLOBAL Cartesian 65.002 -86.000 -7.006 13 GLOBAL Cartesian 54.002 -86.000 -7.006 14 GLOBAL Cartesian 54.002 -86.000 -5.842E-03 15 GLOBAL Cartesian 43.002 -86.000 -5.834E-03 16 GLOBAL Cartesian 1.731E-03 -43.000 -5.804E-03 17 GLOBAL Cartesian 43.002 0.000 71.994 18 GLOBAL Cartesian 1.731E-03 0.000 71.994 19 GLOBAL Cartesian 43.002 0.000 -48.006 20 GLOBAL Cartesian 1.731E-03 0.000 -48.006 37 GLOBAL Cartesian 43.002 0.000 -5.834E-03 39 GLOBAL Cartesian 1.731E-03 0.000 -5.804E-03 40 GLOBAL Cartesian 1.731E-03 -86.000 -5.804E-03 41 GLOBAL Cartesian 54.002 -43.000 -5.842E-03 home Page 4 of 26 orthomodel 4-11-15.sdb SAP2000 v15.0.0- License#21D730 1. Model geometry 15 April 2015 Table 1: Joint Coordinates joint �vordSys �oordType 61 INA GlobalY GlobalZ r 14 < 42 GLOBAL Cartesian 43.002 -43.000 -5.834E-03 43 GLOBAL Cartesian 120.002 -43.000 -42.006 44 GLOBAL Cartesian 120.002 -43.000 -48.554 45 GLOBAL Cartesian 109.002 -43.000 -42.006 46 GLOBAL Cartesian 109.002 -43.000 -35.006 47 GLOBAL Cartesian 98.002 -43.000 -35.006 48 GLOBAL Cartesian 98.002 -43.000 -28.006 49 GLOBAL Cartesian 87.002 -43.000 -28.006 50 GLOBAL Cartesian 87.002 -43.000 -21.006 51 GLOBAL Cartesian 76.002 -43.000 -21.006 52 GLOBAL Cartesian 76.002 -43.000 -14.102 53 GLOBAL Cartesian 65.002 -43.000 -14.102 54 GLOBAL Cartesian 65.002 -43.000 -7.006 55 GLOBAL Cartesian 54.002 -43.000 -7.006 56 GLOBAL Cartesian 43.002 -43.000 6.543 57 GLOBAL Cartesian 54.002 -43.000 6.543 58 GLOBAL Cartesian 54.002 -43.000 13.543 59 GLOBAL Cartesian 65.002 -43.000 13.543 60 GLOBAL Cartesian 65.002 -43.000 20.543 61 GLOBAL Cartesian 76.002 -43.000 20.543 62 GLOBAL Cartesian 76.002 -43.000 27.543 63 GLOBAL Cartesian 87.002 -43.000 27.543 64 GLOBAL Cartesian 87.002 -43.000 34.447 0 o o 0 65 GLOBAL Cartesian 98.002 -43.000 34.447 • • . . 0000 0000.. 66 GLOBAL Cartesian 98.002 -43.000 41.543 • • • • 67 GLOBAL Cartesian 109.002 -43.000 41.543 ' ' ' ' 0000.. 68 GLOBAL Cartesian 109.002 -43.000 48.543 • 0000.. • . . 69 GLOBAL Cartesian 120.002 -43.000 48.543 ..•. 0000 . . 70 GLOBAL Cartesian 120.002 -43.000 55.543 ' 0 Osseo*0000 0000. 71 GLOBAL Cartesian 131.002 -43.000 55.543 000000 000 . 00000 72 GLOBAL Cartesian 131.002 -43.000 62.447 000000 s 0 i 000000 73 GLOBAL Cartesian 142.002 -43.000 62.447 000000 0 00 74 GLOBAL Cartesian 142.002 -43.000 69.543 i 0 i • • 0000 i 0 75 GLOBAL Cartesian 155.502 -43.000 69.543 • • • • • • • • .00.00 76 GLOBAL Cartesian 43.002 2.842E-14 6.543 •• • 0• *•0 • • 77 GLOBAL Cartesian 54.002 2.842E-14 6.543 •• • 78 GLOBAL Cartesian 54.002 2.842E-14 13.543 79 GLOBAL Cartesian 65.002 2.842E-14 13.543 80 GLOBAL Cartesian 65.002 2.842E-14 20.543 81 GLOBAL Cartesian 76.002 2.842E-14 20.543 82 GLOBAL Cartesian 76.002 2.842E-14 27.543 83 GLOBAL Cartesian 87.002 2.842E-14 27.543 84 GLOBAL Cartesian 87.002 2.842E-14 34.447 85 GLOBAL Cartesian 98.002 2.842E-14 34.447 86 GLOBAL Cartesian 98.002 2.842E-14 41.543 87 GLOBAL Cartesian 109.002 2.842E-14 41.543 88 GLOBAL Cartesian 109.002 2.842E-14 48.543 89 GLOBAL Cartesian 120.002 2.842E-14 48.543 90 GLOBAL Cartesian 120.002 2.842E-14 55.543 91 GLOBAL Cartesian 131.002 2.842E-14 55.543 92 GLOBAL Cartesian 131.002 2.842E-14 62.447 93 GLOBAL Cartesian 142.002 2.842E-14 62.447 94 GLOBAL Cartesian 142.002 2.842E-14 69.543 95 GLOBAL Cartesian 155.502 2.842E-14 69.543 home Page 5 of 26 orthomodel 4-11-15.sdb SAP2000 v15.0.0- License#21D730 1. Model geometry 15 April 2015 1.2. Joint restraints Table 2: Joint Restraint Assignments Table 2: Joint Restraint Assignments 2 Yes Yes Yes Yes Yes Yes 17 Yes Yes Yes Yes Yes Yes 18 Yes Yes Yes Yes Yes Yes 19 Yes Yes Yes Yes Yes Yes 20 Yes Yes Yes Yes Yes Yes 44 Yes Yes Yes Yes Yes Yes 75 Yes Yes Yes Yes Yes Yes 95 Yes Yes Yes Yes Yes Yes 1.3. Element connectivity Table 3: Connectivity - Frame . . .... ...... Table 3: Connectivity-Frame •• • ' •" 'Fldl�te .�0 r Diflt� 'LOn i? 0000•• •• • 0000•• 000000 0 i••••i 1 2 6.549 000000 0.0000 • • 2 1 3 11.000 �••� �� •�i��• 3 3 4 7.000 •�:��: •��• : •�•�� 4 4 5 11.000 00 G• 00 0� • 5 5 6 7.000 :••:�• �• • • • 000..0 6 6 7 11.000 0000•• 7 7 8 7.000 • . • 0000•• 8 8 9 11.000 • • • 9 9 10 6.904 10 10 11 11.000 11 11 12 7.096 12 12 13 11.000 13 13 14 7.000 14 14 15 11.000 15 39 18 72.000 16 37 17 72.000 17 20 39 48.000 18 19 37 48.000 19 15 40 43.000 20 42 16 43.000 21 37 39 43.000 23 39 16 43.000 24 16 40 43.000 25 37 42 43.000 26 42 15 43.000 33 42 40 60.811 35 37 16 60.811 home Page 6 of 26 orthomodel 4-11-15.sdb SAP2000 05.0.0- License#21D730 1. Model geometry 15 April 2015 Table 3: Connectivity-Frame F ame dointi ,3,o t9 7�ng#h ........ ... ... 40 41 42 11.000 41 43 44 6.549 42 43 45 11.000 43 45 46 7.000 44 46 47 11.000 45 47 48 7.000 46 48 49 11.000 47 49 50 7.000 48 50 51 11.000 49 51 52 6.904 50 52 53 11.000 51 53 54 7.096 52 54 55 11.000 53 55 41 7.000 54 56 42 6.549 55 56 57 11.000 56 57 58 7.000 57 58 59 11.000 58 59 60 7.000 59 60 61 11.000 60 61 62 7.000 61 62 63 11.000 62 63 64 6.904 63 64 65 11.0000 •••• • •••• •••••• 64 65 66 7.096 • • • ' 65 66 67 11.000 •••••• •• • •••••• 66 67 68 7.000 ' 67 68 69 11.000 '•"�' •••• •••• • • 68 69 70 7.000 '••••' '••••� ••••• 69 70 71 11.000 •••••• ••• • ••i••• 70 71 72 6.904 •••••� �•i •••••• 71 72 73 11.000 •••••• • •• 72 73 74 7.096 i i • • ••••i• 73 74 75 13.500 • • • • • 74 76 37 6.549 •• • • ••• • • 75 76 77 11.000 •• ' 76 77 78 7.000 77 78 79 11.000 78 79 80 7.000 79 80 81 11.000 80 81 82 7.000 81 82 83 11.000 82 83 84 6.904 83 84 85 11.000 84 85 86 7.096 85 86 87 11.000 86 87 88 7.000 87 88 89 11.000 88 89 90 7.000 89 90 91 11.000 90 91 92 6.904 91 92 93 11.000 92 93 94 7.096 93 94 95 13.500 home Page 7 of 26 o6omodel 4-11-15.sdb SAP2000 v15.0.0 - License#2D730 1. Model geometry 15 April 2015 Table 4: Frame Section Assignments Table 4: Frame Section Assignments ";gamenalSect �esignSect MatPnop 1 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 2 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 3 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 4 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 5 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 6 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 7 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 8 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 9 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 10 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 11 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 12 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 13 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 14 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 15 STEEL TUBE STEEL TUBE Default 16 STEEL TUBE STEEL TUBE Default 17 STEEL TUBE STEEL TUBE Default 18 STEEL TUBE STEEL TUBE Default * 00 19 TUBE 5X2X0.25 TUBE 5X2X0.25 Default . • • 20 TUBE 5X2X0.25 TUBE 5X2X0.25 Default : ••. :*:o •• • 21 TUBE 5X2X0.25 TUBE 5X2X0.25 Default • . :•: • 23 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 400:•O • 0 •• .00000 . • . 24 TUBE 5X2X0.25 TUBE 5X2X0.25 Default •••••• 00000000 • 25 TUBE 5X2X0.25 TUBE 5X2X0.25 Default • • • • 0000 0000 0000• 26 TUBE 5X2X0.25 TUBE 5X2X0.25 Default • • 0000.• ••. • 0000• 33 double angle double angle Default • • • • •. .. •• 0000•. 35 double angle double angle Default ' 0000•. . • 40 TUBE 5X2X0.25 TUBE 5X2X0.25 Default • • • ' • • . 0000•• 41 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 42 TUBE 5X2X0.25 TUBE 5X2X0.25 Default ' ' ' '• • 43 TUBE 5X2X0.25 TUBE 5X2X0.25 Default '••' 44 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 45 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 46 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 47 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 48 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 49 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 50 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 51 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 52 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 53 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 54 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 55 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 56 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 57 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 58 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 59 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 60 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 61 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 62 TUBE 5X2X0.25 TUBE 5X2X0.25 Default home Page 8 of 26 orthomodel 4-11-15.sdb SAP2000 v15.0.0- License#2D730 2. Material properties 15 April 2015 Table 4: Frame Section Assignments Frame r AtaaiSect DeslgnSect MatPiap 63 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 64 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 65 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 66 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 67 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 68 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 69 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 70 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 71 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 72 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 73 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 74 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 75 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 76 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 77 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 78 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 79 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 80 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 81 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 82 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 83 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 84 TUBE 5X2X0.25 TUBE 5X2X0.25 Default 85 TUBE 5X2X0.25 TUBE 5X2X0.25 Default •.•. 86 TUBE 5X2X0.25 TUBE 5X2X0.25 Default • • 87 TUBE 5X2X0.25 TUBE 5X2X0.25 Default • • • ' 88 TUBE 5X2X0.25 TUBE 5X2X0.25 Default ' ' '0 900000 89 TUBE 5X2X0.25 TUBE 5X2X0.25 Default ' 90 TUBE 5X2X0.25 TUBE 5X2X0.25 Default .••• •.•• :• • 91 TUBE 5X2X0.25 TUBE 5X2X0.25 Default •.•• ••.• •••.• e • 92 TUBE 5X2X0.25 TUBE 5X2X0.25 Default ..•.•• ... . ••.•• 93 TUBE 5X2X0.25 TUBE 5X2X0.25 Default Goes** •s •••••• •..... • • • • . . • . 00 0 000 2. Material properties '••' This section provides material property information for materials used in the model. Table 5: Material Properties 02 - Basic Mechanical Properties Table 5: Material Properties 02-Basic Mechanical Properties Material UnitWsght' 9mtMass" 9 G92 ll92 { t"'Al 2 a r rt ° 1Gi n3-a 1124M_ 4000Psi 8.6806E-05 2.2483E-07 3604.997 1502.082 0.200000 5.5000E-06 A992Fy50 2.8356E-04 7.3446E-07 29000.000 11153.846 0.300000 6.5000E-06 home Page 9 of 26 orthomodel 4-11-15.sdb SAP2000 v15.0.0-License#2D730 3. Section properties 15 April 2015 Table 6: Material Properties 03a - Steel Data Table 6: Material Properties 03a-Steel Data Materialy ti 1=u FnalSlope A992Fy50 50.000 65.000 -0.100000 Table 7: Material Properties 03b - Concrete Data Table 7: Material Properties 03b-Concrete Data 4000Psi 4.000 4.100000 3. Section properties This section provides section property information for objects used in the model. 3.1. Frames . . .... ...... Table 8: Frame Section Properties 01 - General, Part 1 of 4 '••' : ••• •� . .. . ...... Table 8 Frame Section Properties 01 ...•.. General,Part 1 of 4 Secteo rpMe , Material Shape ` atZ Area ;TSD +yi WOW a -a.' r r..r}F.:`� .. ,`3n.., `k°-_,,:- 3I� i ,i":l�> .-t.. ,,1 �, �,7,s• �: double angle A992Fy50 Double Angle 3.0000 6.2500 0.2500 O�.520. �J.$8 �5.798�;W•.• STEEL TUBE A992Fy50 Box/Tube 4.0000 4.0000 0.2500 Qi�QQ• 3.7-9.: 1;•1k.a TUBE 5X2X0.25 A992Fy50 Box/Tube 5.0000 2.0000 0.2500 ��Q4. 3.2t 5.32.- • Table 8: Frame Section Properties 01 - General, Part 2 of 4 •• .• • Tab,l�ey 8: Frame Section Properties 01-General,Part 2 of 4 }yf�Sec�otrl�Yame _e-133 ", V a �i � �r`S kS3i: � double angle 2.49 w 5.18 1.50 1.50 STEEL TUBE 8.83 8.83 2.00 2.00 TUBE 5X2X0.25 9.44 2.07 2.50 1.00 Table 8: Frame Section Properties 01 - General, Part 3 of 4 Table 8: Frame Section Properties 01-General,Part 3 of 4 SectionName S33 a , 522a Z33 _ Z22 R33_ .1 ,22 3 �_' un �n3 - in3 double angle 1.15 1.66 2.08 2.78 0.9304 1.3422 STEEL TUBE 4.41 4.41 5.28 5.28 1.5343 1.5343 TUBE 5X2X0.25 3.78 2.07 4.91 2.47 1.7045 0.7976 home Page 10 of 26 orthomodel 4-11-15.sdb SAP2000 v15.0.0- License#2D730 4. Load patterns 15 April 2015 Table 8: Frame Section Properties 01 - General, Part 4 of 4 Table 8: Frame Section Properties 01-General,Part 4 of 4 SedlonName -AM od J42Mod A3Mad'� JMod I2Mod l3NNad a r liilMod YVMod double e angle 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 STEEL TUBE 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 TUBE 5X2X0.25 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 3.2, Solids Table 9: Solid Property Definitions Table 9: Solid Property Definitions SoTidProp�, �x�r I�lUla#er�t�w � �!iat�►ag'1 "�11CatA4�gle8� �IiiafY►rigleC s`,' SOLID1 4000Psi 0.000 0.000 0.000 4. Load patterns •••• This section provides loading information as applied to the model. •'•' "'••' 4.1. Definitions •1010 ••.•.. .... .... . . .... .... ..... Table 10: Load Pattern Definitions ...... ... . ..... .. .. .. ...... Table 10: Load Pattern Definitions • • 1,i�adPat 105 T Se salt Auto odd •••••• • kik rr� •••••• DEAD DEAD 1.000000 ' ' • 0 000 • LIVE LIVE 0.000000 •••• DEAD1 DEAD 1.000000 LIVE1 LIVE 0.000000 CONCEN.LIVE LIVE 0.000000 5. Load cases This section provides load case information. 5.1. Definitions home Page 11 of 26 odomodel 4-11-15.sdb SAP2000 v15.0.0 - License#2D730 6. Load combinations 15 April 2015 Table 11: Load Case Definitions Table 11: Load Case Definitions i;ase Type w lnitialCond ModalCase Basecase` flesActflpt DesignAct i DEAD UnStatic Zero Prog Det Non-Compos Re LIVE UnStatic Zero Prog Det Short-Term Composite DEAD-1 UnStatic Zero Prog Det Non-Compos Re LIVE-1 UnStatic Zero Prog Det Short-Term Composite DEAD1 UnStatic Zero Prog Det Non-Compos Re LIVE1 UnStatic Zero Prog Det Short-Term Composite CONCEN.LIVE UnStatic Zero Prog Det Short-Term Composite 5.2. Static case load assignments Table 12: Case - Static 1 - Load Assignments •••• Table 12: Case-Static 1-Load Assignments • •• '....' ..... ]: • k ' ' i@ L�adlype oadNerne L � ••• i • ••• •• • • • • oe DEAD Load pattern DEAD 1.000000 •••:•• • • • LIVE Load pattern LIVE 1.000000 •••• •••• :•••• DEAD-1 Load pattern DEAD 1.000000 •••••• ••.••• ••••• LIVE-1 Load pattern LIVE 1.000000 ••:••: •••• : •• ••• DEAD1 Load pattern DEAD1 1.000000 •• •• •• •••••• LIVE1 Load pattern LIVE1 1.000000 6 • CONCEN.LIVE Load pattern CONCEN.LIVE 1.000000 "06 • • • • • • • • •• 5.3. Response spectrum case load assignments Table 13: Function - Response Spectrum - User Table 13: Function-Response Spectrum-User Name = ��enod .�_ -#1cce1 ' Funcl()ampts - a S .`s.pec• � � — UNIFRS 0.000000 +' 1.000000 0.050000 UNIFRS 1.000000 1.000000 6. Load combinations This section provides load combination information. home Page 12 of 26 orthomodel 4-11-15.sdb SAP20O0 v15.0.0- License#2D730 6. Load combinations 15 April 2015 Table 14: Combination Definitions Table 14: Combination Definitions CombolName Cmmbo'Type CaseName ScaleFactor COMB1 Linear Add DEAD 1.000000 COMB1 LIVE 1.000000 COMB2 Linear Add DEAD1 1.000000 COMB2 LIVE-1 1.000000 COMB3 Linear Add DEAD 1.000000 COMB3 CONCEN.LIVE 1.000000 SERV LOAD Linear Add DEAD 1.000000 SERV LOAD LIVE 1.000000 DCON1 Linear Add DEAD 1.400000 DCON1 DEAD-1 1.400000 DCON1 DEAD1 1.400000 DCON2 Linear Add DEAD 1.200000 DCON2 LIVE 1.600000 DCON2 DEAD-1 1.200000 DCON2 LIVE-1 1.600000 DCON2 DEAD1 1.200000 DCON2 LIVE1 1.600000 DCON2 CONCEN.LIVE 1.600000 • Soo* •..... . • • • . • so 0 home Page 13 of 26 orthomodel 4-11-15.sdb SAP2000 v15.0.0- License#2D730 7. Structure results 15 April 2015 7. Structure results This section provides structure results, including items such as structural periods and base reactions. Figure 2: Deformed shape 7.2. Base reactions . . .... ...... ...... .. . ...... Table 16: Base Reactions "•"' • .... .... . . Table 16: Base Reactions �••••� �••••� ••••• `�Out�ut�ase ,e � �lobalFX� `GlobalFY t'�lobalFZ = �Io'ba1M ,�loba�r,�s �,'G�oh�lil7�i�.,,� ..• • ••:••� �� d Sid , 'kxP ypi,Y,' ,� �1^� J�'�1� .C- � , �4 r �rS �t,-�"r , •,�. '• • • w�t,�.,,f,x u fi if^�H,??7!� �.r Y ,�_p.d rF P 4^r. �'�rc� i '.'�^p,� s•r: •• •••••• • DEAD -3.659E-14 -1.831E-14 1.887 -06.040 113.617 -2.584&41•• • • LIVE -1.076E-13 -4.302E-14 4.132 -166.249 -289.359 -6.790E-12 • •••••• DEAD-1 -3.659E-14 -1.831E-14 1.887 -66.040 -113.617 -2.58QE-1?�• • • LIVE-1 -1.076E-13 -4.302E-14 4.132 -166.249 -289.359 -6.790Et12 • • •'• DEAD1 -3.607E-14 -1.159E-14 1.480 -44.379 -93.305 -2.032E-12 LIVE1 -1.018E-13 -2.885E-15 1.687 -36.281 -167.487 -3.438E-12 CONCEN.LIVE 8.746E-15 -1.094E-14 0.200 -17.200 -3.461 E-04 -4.852E-13 8. Joint results This section provides joint results, including items such as displacements and reactions. Table 17: Joint Displacements Table 17: Joint Displacements Joint outputCase 1�!_ : 112 113 It1 RZ R3 ars3, in` Jn Radeans` Red' Radians 1 DEAD -0.000073 -0.000047 -0.000021 0.000014 -0.000051 -1.359E-06 1 LIVE -0.000260 -0.000108 -0.000052 0.000032 -0.000145 -5.852E-07 1 DEAD-1 -0.000073 -0.000047 -0.000021 0.000014 -0.000051 -1.359E-06 1 LIVE-1 -0.000260 -0.000108 -0.000052 0.000032 -0.000145 -5.852E-07 home Page 14 of 26 orthomodel 4-11-15.sdb SAP2000 v15.0.0- License#2D730 8. Joint results 15 April 2015 Table 17: Joint Displacements ,?olnt 'DutputCass 119 f 2 U3 R9 rv`� "R3 v - -7- 1µ_ 1 DEAD1 -0.000039 -0.000029 -0.000012 8.790E-06 -0.000030 -6.105E-07 1 LIVE1 -0.000054 -2.471E-06 -7.564E-07 4.350E-07 -0.000015 3.905E-06 1 CONCEN.LIVE 0.000132 -0.000034 -6.042E-06 0.000011 0.000018 -7.051E-06 2 DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 2 LIVE 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 2 DEAD-1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 2 LIVE-1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 2 DEAD1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 2 LIVE1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 2 CONCEN.LIVE 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 3 DEAD -0.000038 -0.000017 -0.001153 0.000037 -0.000114 -4.506E-06 3 LIVE -0.000181 -0.000089 -0.003174 0.000085 -0.000319 -4.267E-06 3 DEAD-1 -0.000038 -0.000017 -0.001153 0.000037 -0.000114 -4.506E-06 3 LIVE-1 -0.000181 -0.000089 -0.003174 0.000085 -0.000319 -4.267E-06 3 DEAD1 -0.000018 -0.000015 -0.000672 0.000023 -0.000066 -2.243E-06 3 LIVE1 -0.000056 -0.000078 -0.000288 5.233E-07 -0.000036 9.309E-06 3 CONCEN.LIVE 0.000158 0.000106 0.000241 0.000029 0.000039 -0.000018 4 DEAD -0.000822 -0.000331 -0.001173 0.000052 -0.000141 -7.105E-06 4 LIVE -0.002435 -0.000802 -0.003223 0.000118 -0.000393 -8.381E-06 4 DEAD-1 -0.000822 -0.000331 -0.001173 0.000052 -0.000141 -7.105E-06 4 LIVE-1 -0.002435 -0.000802 -0.003223 0.000118 -0.000393 -8.381 E-06 4 DEAD1 -0.000474 -0.000211 -0.000684 0.000032 -0.000083 -3.693E-06 4 LIVE 1 -0.000346 -0.000082 -0.000288 1.412E-07 -0.000046 0.00004 E 0 4 CONCEN.LIVE 0.000531 -0.000138 0.000235 0.000041 0.00@045 •• -0.00002419 •••• • 5 DEAD -0.000788 -0.000228 -0.003074 0.000074 -0.000408 0 -O.OQ001f•: • 5 LIVE -0.002357 -0.000668 -0.008434 0.000167 -0.0004030 0 0 -0.0000'17 • 000000 5 DEAD-1 -0.000788 -0.000228 -0.003074 0.000074 -0.000"6900 -0.000012 ;•• •; 5 LIVE-1 -0.002357 -0.000668 -0.008434 0.000167 -0.00pe'-. -0.04CMI' 5 DEAD1 -0.000453 -0.000156 -0.001812 0.000046 -0.000fM*0 -6.564E-4ti6' 5 LIVE1 -0.000348 -0.000236 -0.000863 -1.162E-06 -0.008 -: 0.00wrb 5 CONCEN.LIVE 0.000557 0.000180 0.000634 0.000061 0.00db241" -0.000033• ••••:• 6 DEAD -0.001893 -0.000795 -0.003091 0.000088 -O.00a'r/$:*: -0.000019 4• 6 LIVE -0.005428 -0.001947 -0.008478 0.000197 -O.00N83 • -0.0(i0 Rr#i• •• 6 DEAD-1 -0.001893 -0.000795 -0.003091 0.000088 -0.004178•*• -0.00.0016 :•••• 6 LIVE-1 -0.005428 -0.001947 -0.008478 0.000197 -0.000483 -O.Od 2;• • 6 DEAD1 -0.001117 -0.000508 -0.001822 0.000054 -0.000107 -8.810E-06 6 LIVE1 -0.000768 -0.000224 -0.000863 -2.419E-06 -0.000061 0.000017 6 CONCEN.LIVE 0.000885 -0.000288 0.000628 0.000073 0.000030 -0.000038 7 DEAD -0.001859 -0.000587 -0.005260 0.000109 -0.000184 -0.000022 7 LIVE -0.005350 -0.001599 -0.014237 0.000243 -0.000486 -0.000040 7 DEAD-1 -0.001859 -0.000587 -0.005260 0.000109 -0.000184 -0.000022 7 LIVE-1 -0.005350 -0.001599 -0.014237 0.000243 -0.000486 -0.000040 7 DEAD1 -0.001095 -0.000391 -0.003146 0.000067 -0.000114 -0.000013 7 LIVE1 -0.000770 -0.000417 -0.001557 -5.113E-06 -0.000063 0.000018 7 CONCEN.LIVE 0.000912 0.000173 0.000735 0.000094 1.825E-06 -0.000045 8 DEAD -0.003044 -0.001396 -0.005275 0.000122 -0.000185 -0.000027 8 LIVE -0.008466 -0.003404 -0.014274 0.000271 -0.000474 -0.000051 8 DEAD-1 -0.003044 -0.001396 -0.005275 0.000122 -0.000185 -0.000027 8 LIVE-1 -0.008466 -0.003404 -0.014274 0.000271 -0.000474 -0.000051 8 DEAD1 -0.001836 -0.000891 -0.003156 0.000075 -0.000116 -0.000016 8 LIVE1 -0.001213 -0.000375 -0.001558 -7.246E-06 -0.000062 0.000018 8 CONCEN.LIVE 0.000913 -0.000533 0.000728 0.000108 -0.000024 -0.000049 9 DEAD -0.003010 -0.001050 -0.007453 0.000142 -0.000184 -0.000036 9 LIVE -0.008388 -0.002744 -0.019695 0.000314 -0.000445 -0.000071 home Page 15 of 26 orthomodel 4-11-15.sdb SAP2000 v15.0.0- License#2D730 8. Joint results 15 April 2015 Table 17: Joint Displacements Joint Output ase 171 u2. 373 R9 R2 R3 gra Radians" f, Radians ; 9 DEAD-1 -0.003010 -0.001050 -0.007453 0.000142 -0.000184 -0.000036 9 LIVE-1 -0.008388 -0.002744 -0.019695 0.000314 -0.000445 -0.000071 9 DEAD1 -0.001814 -0.000688 -0.004538 0.000087 -0.000118 -0.000021 9 LIVE1 -0.001215 -0.000568 -0.002204 -0.000011 -0.000054 0.000017 9 CONCEN.LIVE 0.000939 0.000037 0.000101 0.000130 -0.000077 -0.000054 10 DEAD -0.004172 -0.002071 -0.007466 0.000154 -0.000183 -0.000042 10 LIVE -0.011156 -0.005003 -0.019726 0.000339 -0.000425 -0.000085 10 DEAD-1 -0.004172 -0.002071 -0.007466 0.000154 -0.000183 -0.000042 10 LIVE-1 -0.011156 -0.005003 -0.019726 0.000339 -0.000425 -0.000085 10 DEAD1 -0.002574 -0.001317 -0.004546 0.000095 -0.000120 -0.000025 10 LIVE1 -0.001569 -0.000481 -0.002204 -0.000014 -0.000047 0.000015 10 CONCEN.LIVE 0.000343 -0.000906 0.000095 0.000144 -0.000118 -0.000057 11 DEAD -0.004137 -0.001557 -0.009627 0.000173 -0.000187 -0.000052 11 LIVE -0.011077 -0.003935 -0.024559 0.000379 -0.000399 -0.000110 11 DEAD-1 -0.004137 -0.001557 -0.009627 0.000173 -0.000187 -0.000052 11 LIVE-1 -0.011077 -0.003935 -0.024559 0.000379 -0.000399 -0.000110 11 DEAD1 -0.002553 -0.001007 -0.005973 0.000106 -0.000125 -0.000032 11 LIVE1 -0.001571 -0.000635 -0.002636 4.000020 -0.000030 0.000012 11 CONCEN.LIVE 0.000369 -0.000261 -0.001697 0.000167 -0.000195 -0.000060 12 DEAD -0.005379 -0.002824 -0.009638 0.000184 -0.000194 -0.000059 12 LIVE -0.013645 -0.006710 -0.024584 0.000402 -0.000393 -0.000129 12 DEAD-1 -0.005379 -0.002824 -0.009638 0.000184 -0.000194 -0.000059 12 LIVE-1 -0.013645 -0.006710 -0.024584 0.000402 -0.000393 -0.0094260• 12 DEAD1 -0.003396 -0.001786 -0.005980 0.000113 -0.000131 • -0.0080+360 •••••• 12 LIVE1 -0.001741 -0.000482 -0.002636 -0.000024 -0.000046 9.293E-Cp • 12 CONCEN.LIVE -0.001138 -0.001499 -0.001703 0.000182 -0.000291-- -0.000061 • •••••• 13 DEAD -0.005345 -0.002107 -0.012007 0.000202 -0.000M•• -0.0000701 :00 G•; 13 LIVE -0.013566 -0.005133 -0.029253 0.000438 -0.00P4"•• -O.Ogm.. • 13 DEAD-1 -0.005345 -0.002107 -0.012007 0.000202 -0.000VIT• -0.00M• '•;• • 13 LIVE-1 -0.013566 -0.005133 -0.029253 0.000438 -0.0ot4:?.: -O.Owl% ; •"•• 13 DEAD1 -0.003374 -0.001344 -0.007579 0.000124 -0.003'47' -0.000044' • •:• 13 LIVE1 -0.001743 -0.000558 -0.002683 -0.000031 9.594f-CC•: 3.890E-Ot' •. 13 CONCEN.LIVE -0.001112 -0.000813 -0.005116 0.000207 -O.00t355 -O.OdQO : • •••• 14 DEAD -0.006848 -0.003559 -0.012016 0.000213 -0.00:'242.*. -0.060080 :••••� 14 LIVE -0.016331 -0.008277 -0.029272 0.000459 -0.0006 -0.000184• • • 14 DEAD-1 -0.006848 -0.003559 -0.012016 0.000213 -0.000242 -0.000080 • 14 LIVE-1 -0.016331 -0.008277 -0.029272 0.000459 -0.000446 -0.000181 14 DEAD1 -0.004395 -0.002234 -0.007584 0.000130 -0.000163 -0.000050 14 LIVE1 -0.001614 -0.000328 -0.002683 -0.000035 0.000029 -2.837E-07 14 CONCEN.LIVE -0.003774 -0.002315 -0.005123 0.000223 -0.000428 -0.000063 15 DEAD -0.006813 -0.002608 -0.015067 0.000229 -0.000298 -0.000094 15 LIVE -0.016252 -0.006095 -0.034883 0.000492 -0.000544 -0.000217 15 DEAD-1 -0.006813 -0.002608 -0.015067 0.000229 -0.000298 -0.000094 15 LIVE-1 -0.016252 -0.006095 -0.034883 0.000492 -0.000544 -0.000217 15 DEAD1 -0.004374 -0.001640 -0.009616 0.000140 -0.000197 -0.000059 15 LIVE1 -0.001615 -0.000287 -0.002178 -0.000044 0.000064 -7.848E-06 15 CONCEN.LIVE -0.003748 -0.001621 -0.010600 0.000248 -0.000555 -0.000063 16 DEAD -0.002428 0.001186 -0.012402 0.000379 -0.000208 -0.000092 16 LIVE -0.005972 0.002837 -0.026656 0.000810 -0.000469 -0.000218 16 DEAD-1 -0.002428 0.001186 -0.012402 0.000379 -0.000208 -0.000092 16 LIVE-1 -0.005972 0.002837 -0.026656 0.000810 -0.000469 -0.000218 16 DEAD1 -0.001615 0.000757 -0.007609 0.000240 -0.000120 -0.000058 16 LIVE1 -0.001095 0.000263 0.002101 -0.000029 0.000059 -0.000014 16 CONCEN.LIVE -0.001063 0.000619 -0.013666 0.000496 -0.000300 -0.000054 home Page 16 of 26 orthomodel 4-11-15.sdb SAP2000 v15.0.0-License#2D730 B. Joint results 15 April 2015 Table 17: Joint Displacements -Joint DutputCase , v 1J2`' _ ll3 R7 RZ R3 An 3n in ;: Radians Radians f ,T `I adlans 17 DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 17 LIVE 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 17 DEAD-1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 17 LIVE-1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 17 DEAD1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 17 LIVE1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 17 CONCEN.LIVE 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 18 DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 18 LIVE 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 18 DEAD-1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 18 LIVE-1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 18 DEAD1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 18 LIVE1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 18 CONCEN.LIVE 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 19 DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 19 LIVE 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 19 DEAD-1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 19 LIVE-1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 19 DEAD1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 19 LIVE1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 19 CONCEN.LIVE 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 20 DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 20 LIVE 0.000000 0.000000 0.000000 0.000000 0.000000 0.000M q 20 DEAD-1 0.000000 0.000000 0.000000 0.000000 0.00(3000 . 0.000OC9 0 •••••• 20 LIVE-1 0.000000 0.000000 0.000000 0.000000 0.006000 : 0.00060(o.. +• 20 DEAD1 0.000000 0.000000 0.000000 0.000000 0.0000000 0 0 0.000890 • •••••• 20 LIVE1 0.000000 0.000000 0.000000 0.000000 0.000008••• 0.00000D • • 20 CONCEN.LIVE 0.000000 0.000000 0.000000 0.000000 0.0000080 0• 0.00890(!•. • . 37 DEAD 0.000939 -0.002478 -0.000097 0.000059 0.000025•0 -0.000M• •';"+ 37 LIVE 0.001997 -0.005801 -0.000195 0.000146 0.00008;•• -0.00M44 ; '•"' 37 DEAD-1 0.000939 -0.002478 -0.000097 0.000059 0.000023•• -0.000061'• "";• 37 LIVE-1 0.001997 -0.005801 -0.000195 0.000146 0.00083;'; -0.000144 '. 37 DEAD1 0.000521 -0.001560 -0.000087 0.000041 O.00db26 ' -0.00:V3%:. *000:0•••+• 37 LIVE1 -0.000507 -0.000296 -0.000132 0.000035 0.000098+'. -0.00'J010 :•...: 37 CONCEN.LIVE 0.000841 -0.001520 4.362E-06 0.000011 -7.151 e--d`6 ' -O.00DaA•: • • 39 DEAD 0.000923 0.001148 -0.000051 0.000099 -1.053E-06 -0.000+067 • 39 LIVE 0.001962 0.002749 -0.000074 0.000220 -0.000014 -0.000134 39 DEAD-1 0.000923 0.001148 -0.000051 0.000099 -1.053E-06 -0.000057 39 LIVE-1 0.001962 0.002749 -0.000074 0.000220 -0.000014 -0.000134 39 DEAD1 0.000513 0.000734 -0.000035 0.000058 -1.756E-06 -0.000036 39 LIVE1 -0.000503 0.000262 0.000026 -0.000024 -0.000018 -9.508E-06 39 CONCEN.LIVE 0.000828 0.000593 -0.000012 0.000091 -1.040E-06 -0.000032 40 DEAD -0.006681 0.001317 -0.029979 0.000394 -0.000350 -0.000099 40 LIVE -0.015950 0.003136 -0.063145 0.000807 -0.000703 -0.000233 40 DEAD-1 -0.006681 0.001317 -0.029979 0.000394 -0.000350 -0.000099 40 LIVE-1 -0.015950 0.003136 -0.063145 0.000807 -0.000703 -0.000233 40 DEAD1 -0.004293 0.000837 -0.019110 0.000261 -0.000214 -0.000063 40 LIVE1 -0.001623 0.000255 0.002069 0.000013 0.000111 -0.000013 40 CONCEN.LIVE -0.003647 0.000719 -0.040709 0.000652 -0.000727 -0.000060 41 DEAD -0.002355 -0.003441 -0.005332 0.000191 0.000011 -0.000069 41 LIVE -0.005817 -0.008052 -0.014074 0.000439 0.000112 -0.000163 41 DEAD-1 -0.002355 -0.003441 -0.005332 0.000191 0.000011 -0.000069 41 LIVE-1 -0.005817 -0.008052 -0.014074 0.000439 0.000112 -0.000163 41 DEAD1 -0.001575 -0.002168 -0.003822 0.000123 0.000016 -0.000044 home Page 17 of 26 orthomodel 4-11-15.sdb SAP2000 v15.0.0- License#2D730 8. Joint results 15 April 2015 Table 17: Joint Displacements �1©int D 11tCase M1�2', 113 R1 R2 R3 ap: in Radians Radars _Rd�ans 41 LIVE1 -0.001134 -0.000414 -0.005012 0.000034 0.000146 -0.000011 41 CONCEN.LIVE -0.000983 -0.002124 -0.000302 0.000132 -0.000125 -0.000043 42 DEAD -0.002336 -0.002607 -0.005313 0.000205 -3.066E-06 -0.000083 42 LIVE -0.005765 -0.006094 -0.012959 0.000471 0.000104 -0.000195 42 DEAD-1 -0.002336 -0.002607 -0.005313 0.000205 -3.066E-06 -0.000083 42 LIVE-1 -0.005765 -0.006094 -0.012959 0.000471 0.000104 -0.000195 42 DEAD1 -0.001559 -0.001639 -0.003665 0.000133 0.000019 -0.000052 42 LIVE1 -0.001104 -0.000287 -0.003072 0.000038 0.000238 -0.000012 42 CONCEN.LIVE -0.000989 -0.001620 -0.001877 0.000144 -0.000169 -0.000049 43 DEAD -0.000096 -0.000044 -0.000016 0.000013 -0.000046 -5.207E-07 43 LIVE -0.000282 -0.000102 -0.000044 0.000030 -0.000130 -6.354E-07 43 DEAD-1 -0.000096 -0.000044 -0.000016 0.000013 -0.000046 -5.207E-07 43 LIVE-1 -0.000282 -0.000102 -0.000044 0.000030 -0.000130 -6.354E-07 43 DEAD1 -0.000053 -0.000028 -0.000011 8.246E-06 -0.000030 -5.504E-07 43 LIVE1 -0.000027 -5.941E-06 -0.000015 1.828E-06 -0.000033 -8.136E-07 43 CONCEN.LIVE 0.000014 -0.000027 3.740E-06 8.132E-06 9.494E-06 -1.458E-06 44 DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 44 LIVE 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 44 DEAD-1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 44 LIVE-1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 44 DEAD1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 44 LIVE1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 44 CONCEN.LIVE 0.000000 0.000000 0.000000 0.000000 0.000000 0.00300©0 45 DEAD -0.000077 -0.000030 -0.000969 0.000035 -0.000097*• -2.343E*"• •••••• 45 LIVE -0.000230 -0.000083 -0.002745 0.000081 -0.0009'06 • -4.0 93E4j& •• 45 DEAD-1 -0.000077 -0.000030 -0.000969 0.000035 -0.0000Jj•• -2.3430%06• •••••• 45 LIVE-1 -0.000230 -0.000083 -0.002745 0.000081 -0.00027 0 0 -4.093E-06 • • 45 DEAD1 -0.000038 -0.000015 -0.000642 0.000022 -O.00PS"•. -2.0t4Etff. 45 LIVE1 3.376E-06 0.000010 -0.000782 4.964E-06 -0.0008)V• -2.117S=M ";'•. 45 CONCEN.LIVE 8.299E-06 3.215E-06 0.000211 0.000022 O.000nO•: -4.15'-i16 46 DEAD -0.000759 -0.000319 -0.000984 0.000048 -0.00M Ef• -4.133E-06" "'•:• 46 LIVE -0.002185 -0.000756 -0.002786 0.000111 -0.00033„'': -7.864E-36 �• 46 DEAD-1 -0.000759 -0.000319 -0.000984 0.000048 -0.006115 • -4.13',iF.06•.. •' • 46 LIVE-1 -0.002185 -0.000756 -0.002786 0.000111 -0.00:328.'• -7.86?4E-06 :....: 46 DEAD1 -0.000479 -0.000198 -0.000652 0.000030 -0.000$-16 -3.3141 -OB: • • 46 LIVE1 -0.000502 -0.000031 -0.000798 6.956E-06 -0.000095 -2.925E-06 • 46 CONCEN.LIVE 0.000147 -0.000179 0.000215 0.000030 0.000024 -6.076E-06 47 DEAD -0.000740 -0.000256 -0.002459 0.000068 -0.000127 -7.871 E-06 47 LIVE -0.002132 -0.000631 -0.006975 0.000158 -0.000360 -0.000016 47 DEAD-1 -0.000740 -0.000256 -0.002459 0.000068 -0.000127 -7.871 E-06 47 LIVE-1 -0.002132 -0.000631 -0.006975 0.000158 -0.000360 -0.000016 47 DEAD1 -0.000463 -0.000149 -0.001650 0.000043 -0.000086 -5.872E-06 47 LIVE1 -0.000472 7.595E-06 -0.002124 0.000010 -0.000115 -4.132E-06 47 CONCEN.LIVE 0.000141 -0.000095 0.000537 0.000044 0.000026 -9.334E-06 48 DEAD -0.001558 -0.000776 -0.002471 0.000080 -0.000124 -0.000011 48 LIVE -0.004464 -0.001841 -0.007009 0.000187 -0.000352 -0.000023 48 DEAD-1 -0.001558 -0.000776 -0.002471 0.000080 -0.000124 -0.000011 48 LIVE-1 -0.004464 -0.001841 -0.007009 0.000187 -0.000352 -0.000023 48 DEAD1 -0.001015 -0.000481 -0.001659 0.000051 -0.000085 -7.875E-06 48 LIVE1 -0.001205 -0.000071 -0.002140 0.000012 -0.000120 -4.879E-06 48 CONCEN.LIVE 0.000300 -0.000429 0.000541 0.000052 0.000024 -0.000012 49 DEAD -0.001538 -0.000628 -0.003873 0.000099 -0.000109 -0.000017 49 LIVE -0.004411 -0.001523 -0.010963 0.000231 -0.000306 -0.000036 49 DEAD-1 -0.001538 -0.000628 -0.003873 0.000099 -0.000109 -0.000017 home Page 18 of 26 orthomodel 4-11-15.sdb SAP2000 05.0.0- License#2D730 8. Joint results 15 April 2015 Table 17: Joint Displacements ''joint'. -0utptrtDase _U1, i72' U3 R9 R2 i23 `in Radians Radians itadiar�s, 49f LIVE-1 10.004411 -0.001523 0.010963 0.000231 -0.000306 -0.000036 49 DEAD1 -0.000999 -0.000376 -0.002650 0.000063 -0.000078 -0.000012 49 LIVE1 -0.001175 -0.000011 -0.003621 0.000015 -0.000118 -5.991E-06 49 CONCEN.LIVE 0.000293 -0.000281 0.000813 0.000065 0.000017 -0.000015 50 DEAD -0.002189 -0.001365 -0.003883 0.000111 -0.000094 -0.000021 50 LIVE -0.006232 -0.003235 -0.010992 0.000257 -0.000260 -0.000046 50 DEAD-1 -0.002189 -0.001365 -0.003883 0.000111 -0.000094' -0.000021 50 LIVE-1 -0.006232 -0.003235 -0.010992 0.000257 -0.000260 -0.000046 50 DEAD1 -0.001464 -0.000847 -0.002658 0.000071 -0.000069 -0.000014 50 LIVE1 -0.001878 -0.000126 -0.003637 0.000018 -0.000109 -6.676E-06 50 CONCEN.LIVE 0.000368 -0.000763 0.000817 0.000073 9.557E-06 -0.000018 51 DEAD -0.002170 -0.001097 -0.004860 0.000129 -0.000066 -0.000028 51 LIVE -0.006179 -0.002637 -0.013645 0.000298 -0.000173 -0.000064 51 DEAD-1 -0.002170 -0.001097 -0.004860 0.000129 -0.000066 -0.000028 51 LIVE-1 -0.006179 -0.002637 -0.013645 0.000298 -0.000173 -0.000064 51 DEAD1 -0.001448 -0.000665 -0.003398 0.000083 -0.000051 -0.000019 51 LIVE1 -0.001848 -0.000047 -0.004871 0.000021 -0.000084 -7.692E-06 51 CONCEN.LIVE 0.000362 -0.000541 0.000874 0.000085 -6.905E-06 -0.000022 52 DEAD -0.002503 -0.002024 -0.004868 0.000139 -0.000047 -0.000034 52 LIVE -0.007011 -0.004784 -0.013666 0.000323 -0.000113 -0.000077 52 DEAD-1 -0.002503 -0.002024 -0.004868 0.000139 -0.000047 -0.000034 52 LIVE-1 -0.007011 -0.004784 -0.013666 0.000323 -0.000113 -0.000077 52 DEAD1 -0.001711 -0.001260 -0.003404 0.000089 -0.000038 -0.006(#24 52 LIVE1 -0.002262 -0.000198 -0.004887 0.000023 -0.000061 • -8.306E•(i9• 0••••• 52 CONCEN.LIVE 0.000251 -0.001157 0.000878 0.000093 -0.00.060 : -0.00@026•• •� 53 DEAD -0.002483 -0.001603 -0.005304 0.000156 -0.000009p•• -0.00@043 • ••••`• 53 LIVE -0.006958 -0.003822 -0.014602 0.000361 -0.0006"0 0 -0.000099 • ` 53 DEAD-1 -0.002483 -0.001603 -0.005304 0.000156 -0.0%09" •• -0-09" "• • • 53 LIVE-1 -0.006958 -0.003822 -0.014602 0.000361 -0.00081v0 -0.000099• `•;••. 53 DEAD1 -0.001695 -0.000983 -0.003781 0.000100 -0.000070: -0.000021 ; •• • 53 LIVE1 -0.002232 -0.000101 -0.005467 0.000026 -0.00M13•• -9.227E-Oe` ••• i• 53 CONCEN.LIVE 0.000245 -0.000851 0.000558 0.000105 -0.00te {•; -0.000038 • 54 DEAD -0.002505 -0.002748 -0.005309 0.000166 -4.133E-06 • -0.0(:W§%:• ••• • 54 LIVE -0.006748 -0.006466 -0.014618 0.000384 0.00(:)33,0, -0.0(30116 ::0000: 54 DEAD-1 -0.002505 -0.002748 -0.005309 0.000166 -4.133E'-86 -0.000U ': 54 LIVE-1 -0.006748 -0.006466 -0.014618 0.000384 0.000033 -0.0001 T6 • 54 DEAD1 -0.001730 -0.001719 -0.003787 0.000107 -5.504E-06 -0.000032 54 LIVE1 -0.002097 -0.000295 -0.005483 0.000028 0.000025 -9.796E-06 54 CONCEN.LIVE -0.000170 -0.001625 0.000562 0.000113 -0.000065 -0.000034 55 DEAD -0.002485 -0.002137 -0.005329 0.000182 9.326E-06 -0.000061 55 LIVE -0.006695 -0.005047 -0.014065 0.000418 0.000093 -0.000143 55 DEAD-1 -0.002485 -0.002137 -0.005329 0.000182 9.326E-06 -0.000061 55 LIVE-1 -0.006695 -0.005047 -0.014065 0.000418 0.000093 -0.000143 55 DEAD1 -0.001714 -0.001326 -0.003817 0.000117 9.655E-06 -0.000039 55 LIVE1 -0.002067 -0.000183 -0.004997 0.000032 0.000095 -0.000011 55 CONCEN.LIVE -0.000176 -0.001225 -0.000306 0.000125 -0.000100 -0.000039 56 DEAD -0.001955 -0.003882 -0.005294 0.000185 0.000055 -0.000060 56 LIVE -0.004115 -0.009023 -0.012917 0.000426 0.000246 -0.000142 56 DEAD-1 -0.001955 -0.003882 -0.005294 0.000185 0.000055 -0.000060 56 LIVE-1 -0.004115 -0.009023 -0.012917 0.000426 0.000246 -0.000142 56 DEAD1 -0.001110 -0.002466 -0.003656 0.000120 0.000075 -0.000038 56 LIVE1 0.000954 -0.000522 -0.003089 0.000034 0.000369 -8.320E-06 56 CONCEN.LIVE -0.001917 -0.002515 -0.001863 0.000130 -0.000147 -0.000034 57 DEAD -0.001877 -0.004347 -0.006063 0.000154 0.000127 -0.000026 home Page 19 of 26 orthomodel 4-11-15.sdb SAP2000 v15.0.0- License#2D730 8. Joint results 15 April 2015 Table 17: Joint Displacements Joint 0u, iitCase i17 X72 U3 �2#` 1 R3 ,F mERRadiansu r?ad�ans _ Radians 57 LIVE -0.003932 -0.010128 -0.016058 0.000354 0.000419 -0.000063 57 DEAD-1 -0.001877 -0.004347 -0.006063 0:000154 0.000127 -0.000026 57 LIVE-1 -0.003932 -0.010128 -0.016058 0.000354 0.000419 -0.000063 57 DEAD1 -0.001059 -0.002756 -0.004737 0.000100 0.000143 -0.000016 57 LIVE1 0.000979 -0.000583 -0.008106 0.000029 0.000513 -2.985E-06 57 CONCEN.LIVE -0.001878 -0.002766 -0.000296 0.000109 -0.000110 -0.000012 58 DEAD -0.000655 -0.005359 -0.006040 0.000136 0.000155 -6.115E-06 58 LIVE -0.000225 -0.012447 -0.016007 0.000311 0.000481 -0.000017 58 DEAD-1 -0.000655 -0.005359 -0.006040 0.000136 0.000155 -6.115E-06 58 LIVE-1 -0.000225 -0.012447 -0.016007 0.000311 0.000481 -0.000017 58 DEAD1 0.000184 -0.003413 -0.004725 0.000088 0.000168 -3.346E-06 58 LIVE1 0.004808 -0.000775 -0.008118 0.000026 0.000559 1.101E-07 58 CONCEN.LIVE -0.002452 -0.003487 -0.000281 0.000097 -0.000088 4.336E-07 59 DEAD -0.000578 -0.005265 -0.007597 0.000109 0.000175 0.000021 59 LIVE -0.000041 -0.012254 -0.020896 0.000249 0.000514 0.000048 59 DEAD-1 -0.000578 -0.005265 -0.007597 0.000109 0.000175 0.000021 59 LIVE-1 -0.000041 -0.012254 -0.020896 0.000249 0.000514 0.000048 59 DEAD1 0.000235 -0.003348 -0.006518 0.000071 0.000184 0.000014 59 LIVE1 0.004834 -0.000749 -0.014417 0.000021 0.000569 4.392E-06 59 CONCEN.LIVE -0.002413 -0.003379 0.000675 0.000079 -0.000057 0.0000490 60 DEAD 0.000875 -0.005970 -0.007573 0.000093 0.004173 • O.OaODZZ•* •••••• 60 LIVE 0.004064 -0.013863 -0.020838 0.000213 0.00AW : 0.00(084•• •• 60 DEAD-1 0.000875 -0.005970 -0.007573 0.000093 0.00Ii1W8••• 0.000667 •••••• 60 LIVE-1 0.004064 -0.013863 -0.020838 0.000213 OMNI":•• 0.000084 60 DEAD1 0.001664 -0.003808 -0.006503 0.000061 0.0001860•, 0.000024• • • 60 LIVE1 0.008797 -0.000889 -0.014423 0.000019 0.0005K4 9 0 6.810E 06• **:see 60 CONCEN.LIVE -0.002634 -0.003893 0.000689 0.000068 -0.00001•-: 0.001)en 61 DEAD 0.000953 -0.005439 -0.009093 0.000071 0.000M5400 0.000058 0• "•';' 61 LIVE 0.004248 -0.012652 -0.025302 0.000161 0.000.50:•; 0.000132 •• 61 DEAD-1 0.000953 -0.005439 -0.009093 0.000071 0.0009 54 ' O.00QQ-rA '••�� 61 LIVE-1 0.004248 -0.012652 -0.025302 0.000161 0.00030 s 0.006132 i• ••i 61 DEAD1 0.001715 -0.003463 -0.008198 0.000046 0.000138 ' 0.00963f.*: 61 LIVE1 0.008823 -0.000795 -0.019932 0.000015 0.000455 0.00061*0 61 CONCEN.LIVE -0.002595 -0.003504 0.001148 0.000053 -0.000015 0.060041 62 DEAD 0.002188 -0.005886 -0.009066 0.000058 0.000132 0.000069 62 LIVE 0.007580 -0.013665 -0.025239 0.000131 0.000362 0.000159 62 DEAD-1 0.002188 -0.005886 -0.009066 0.000058 0.000132 0.000069 62 LIVE-1 0.007580 -0.013665 -0.025239 0.000131 0.000362 0.000159 62 DEAD1 0.002894 -0.003756 -0.008181 0.000038 0.000134 0.000045 62 LIVE1 0.011812 -0.000890 -0.019932 0.000013 0.000377 0.000012 62 CONCEN.LIVE -0.002535 -0.003842 0.001162 0.000044 -1.578E-06 0.000049 63 DEAD 0.002266 -0.005037 -0.009965 0.000040 0.000087 0.000083 63 LIVE 0.007763 -0.011713 -0.027764 0.000089 0.000227 0.000192 63 DEAD-1 0.002266 -0.005037 -0.009965 0.000040 0.000087 0.000083 63 LIVE-1 0.007763 -0.011713 -0.027764 0.000089 0.000227 0.000192 63 DEAD1 0.002945 -0.003209 -0.009210 0.000026 0.000087 0.000054 63 LIVE1 0.011837 -0.000747 -0.023237 9.386E-06 0.000230 0.000014 63 CONCEN.LIVE -0.002496 -0.003252 0.001238 0.000032 0.000017 0.000058 64 DEAD 0.002982 -0.005271 -0.009936 0.000029 0.000054 0.000090 64 LIVE 0.009548 -0.012237 -0.027696 0.000065 0.000131 0.000208 64 DEAD-1 0.002982 -0.005271 -0.009936 0.000029 0.000054 0.000090 64 LIVE-1 0.009548 -0.012237 -0.027696 0.000065 0.000131 0.000208 64 DEAD1 0.003581 -0.003366 -0.009192 0.000020 0.000053 0.000058 64 LIVE1 0.013146 -0.000805 -0.023230 7.596E-06 0.000127 0.000015 home Page 20 of 26 orfhomodel 4-11-15.sdb SAP2000 v15.0.0 - License#2D730 8. Joint results 15 April 2015 Table 17: Joint Displacements Jolrit autputCase7 U2U3_ 729 in : 7n Radians, Radians Radians =r 64 CONCEN.LIVE -0.002233 -0.003444 0.001252 0.000025 0.000026 0.000062 65 DEAD 0.003059 -0.004227 -0.009899 0.000015 -1.014E-06 0.000098 65 LIVE 0.009732 -0.009828 -0.027492 0.000033 -0.000027 0.000226 65 DEAD-1 0.003059 -0.004227 -0.009899 0.000015 -1.014E-06 0.000098 65 LIVE-1 0.009732 -0.009828 -0.027492 0.000033 -0.000027 0.000226 65 DEAD1 0.003632 -0.002694 -0.009250 0.000011 -3.693E-06 0.000063 65 LIVE1 0.013172 -0.000633 -0.023594 5.045E-06 -0.000043 0.000016 65 CONCEN.LIVE -0.002194 -0.002731 0.001048 0.000015 0.000039 0.000067 66 DEAD 0.003160 -0.004305 -0.009867 7.655E-06 -0.000038 0.000101 66 LIVE 0.009740 -0.009991 -0.027415 0.000015 -0.000132 0.000232 66 DEAD-1 0.003160 -0.004305 -0.009867 7.655E-06 -0.000038 0.000101 66 LIVE-1 0.009740 -0.009991 -0.027415 0.000015 -0.000132 0.000232 66 DEAD1 0.003630 -0.002750 -0.009228 5.689E-06 -0.000042 0.000065 66 LIVE1 0.012559 -0.000663 -0.023581 3.637E-06 -0.000152 0.000017 66 CONCEN.LIVE -0.001773 -0.002816 0.001063 9.535E-06 0.000045 0.000068 67 DEAD 0.003237 -0.003183 -0.008782 -2.143E-06 -0.000095 0.000102 67 LIVE 0.009923 -0.007400 -0.024250 -7.008E-06 -0.000289 0.000235 67 DEAD-1 0.003237 -0.003183 -0.008782 -2.143E-06 -0.000095 0.000102 67 LIVE-1 0.009923 -0.007400 -0.024250 -7.008E-06 -0.000289 0.000235 67 DEAD1 0.003681 -0.002029 -0.008219 -6.790E-07 -0.000098 0.000065 0 67 LIVE1 0.012584 -0.000479 -0.020869 1.773E-06 -0.009311 • 0.00000 0 000-:- 67 CONCEN.LIVE -0.001734 -0.002058 0.000692 2.548E-06 0.000069 O.000@6&0 • 68 DEAD 0.002694 -0.003147 -0.008748 -6.960E-06 -0.00@Vee-• 0.0001(!0 • 000009 68 LIVE 0.008142 -0.007304 -0.024168 -0.000018 -0.0003,7*0-- 0.000231' • 68 DEAD-1 0.002694 -0.003147 -0.008748 -6.960E-06 -0.000-P29--- O.00Q?"•• 68 LIVE-1 0.008142 -0.007304 -0.024168 -0.000018 -0.000379-- 0.0002" ��;-•• 68 DEAD1 0.003033 -0.002011 -0.008195 -3.824E-06 -0.000'1-3:06; 0.0066 4- ; -• 68 LIVE1 0.010177 -0.000488 -0.020850 8.141 E-07 -0.000'399•' 0.000016 •• •-.•0• 68 CONCEN.LIVE -0.001256 -0.002061 0.000707 -9.682E-07 0.000:32;-; 0.000061 • 69 DEAD 0.002771 -0.002069 -0.006737 -0.000012 -O.00M 70 • O.00�SO,�A•i• ••06:6 69 LIVE 0.008325 -0.004811 -0.018456 -0.000031 -0.009:493•*• 0.006218 :6900: 69 DEAD-1 0.002771 -0.002069 -0.006737 -0.000012 -0.000116 * 0.00094: 0. - 69 LIVE-1 0.008325 -0.004811 -0.018456 -0.000031 -0.000493 0.000218 69 DEAD1 0.003084 -0.001319 -0.006265 -7.453E-06 -0.000172 0.000061 69 LIVE1 0.010203 -0.000312 -0.015623 -3.719E-07 -0.000509 0.000015 69 CONCEN.LIVE -0.001218 -0.001337 0.000296 -5.157E-06 0.000051 0.000063 70 DEAD 0.001752 -0.001971 -0.006701 -0.000015 -0.000189 0.000088 70 LIVE 0.005254 -0.004572 -0.018369 -0.000035 -0.000544 0.000205 70 DEAD-1 0.001752 -0.001971 -0.006701 -0.000015 -0.000189 0.000088 70 LIVE-1 0.005254 -0.004572 -0.018369 -0.000035 -0.000544 0.000205 70 DEAD1 0.001969 -0.001260 -0.006239 -8.875E-06 -0.000191 0.000057 70 LIVE1 0.006558 -0.000307 -0.015598 -9.049E-07 -0.000555 0.000014 70 CONCEN.LIVE -0.000750 -0.001293 0.000310 -6.912E-06 0.000049 0.000059 71 DEAD 0.001829 -0.001056 -0.004145 -0.000016 -0.000203 0.000076 71 LIVE 0.005438 -0.002457 -0.011219 -0.000038 -0.000578 0.000176 71 DEAD-1 0.001829 -0.001056 -0.004145 4.000016 -0.000203 0.000076 71 LIVE-1 0.005438 -0.002457 -0.011219 -0.000038 -0.000578 0.000176 71 DEAD1 0.002020 -0.000673 -0.003786 -9.765E-06 -0.000203 0.000049 71 LIVE1 0.006584 -0.000159 -0.009067 -1.413E-06 -0.000579 0.000012 71 CONCEN.LIVE -0.000711 -0.000682 -0.000027 -8.303E-06 0.000041 0.000051 72 DEAD 0.000670 -0.000945 -0.004107 -0.000015 -0.000200 0.000066 72 LIVE 0.002041 -0.002193 -0.011127 -0.000036 -0.000565 0.000153 72 DEAD-1 0.000670 -0.000945 -0.004107 -0.000015 -0.000200 0.000066 72 LIVE-1 0.002041 -0.002193 -0.011127 -0.000036 -0.000565 0.000153 home Page 21 of 26 orlhomodel 4-11-15.sdb SAP2O00 v15.0.0 - License#2D730 8. Joint results 15 April 2015 Table 17: Joint Displacements Joint 0uputCU3 R7 R2� R3 in- -ari in Radiansadaansd' Radians 72 DEAD1 0.000785 -0.000605 -0.003758 -9.480E-06 -0.000199 0.000042 72 LIVE1 0.002734 -0.000149 -0.009036 -1.521E-06 -0.000559 0.000011 72 CONCEN.LIVE -0.000332 -0.000622 -0.000013 -8.310E-06 0.000035 0.000044 73 DEAD 0.000747 -0.000314 -0.001650 -0.000012 -0.000170 0.000047 73 LIVE 0.002224 -0.000730 -0.004359 -0.000029 -0.000476 0.000109 73 DEAD-1 0.000747 -0.000314 -0.001650 -0.000012 -0.000170 0.000047 73 LIVE-1 0.002224 -0.000730 -0.004359 -0.000029 -0.000476 0.000109 73 DEAD1 0.000836 -0.000200 -0.001435 -7.669E-06 -0.000167 0.000030 73 LIVE1 0.002760 -0.000047 -0.003069 -1.361E-06 -0.000460 7.588E-06 73 CONCEN.LIVE -0.000293 -0.000201 -0.000174 -6.940E-06 0.000023 0.000031 74 DEAD -0.000095 -0.000234 -0.001609 -9.000E-06 -0.000135 0.000032 74 LIVE -0.000225 -0.000543 -0.004258 -0.000021 -0.000376 0.000075 74 DEAD-1 -0.000095 -0.000234 -0.001609 -9.000E-06 -0.000135 0.000032 74 LIVE-1 -0.000225 -0.000543 -0.004258 -0.000021 -0.000376 0.000075 74 DEAD1 -0.000063 -0.000150 -0.001405 -5.629E-06 -0.000131 0.000021 74 LIVE1 -0.000031 -0.000038 -0.003032 -1.040E-06 -0.000349 5.229E-06 74 CONCEN.LIVE -0.000048 -0.000156 -0.000159 -5.162E-06 0.000012 0.000022 75 DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 75 LIVE 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 75 DEAD-1 0.000000 0.000000 0.000000 0.000000 0.000000 0.006000. 75 LIVE-1 0.000000 0.000000 0.000000 0.000000 0.000000 . 0.060M.* ••06:0 75 DEAD1 0.000000 0.000000 0.000000 0.000000 0.006060° : 0.000000• • 75 LIVE1 0.000000 0.000000 0.000000 0.000000 0.009WCO•• 0.000000 • •••••• 75 CONCEN.LIVE 0.000000 0.000000 0.000000 0.000000 0.00900co 0• 0.000008 76 DEAD 0.001126 -0.002749 -0.000101 0.000027 O.00D&*9• -O.Op�540• 76 LIVE 0.002635 -0.006479 -0.000204 0.000069 0.0001WR•0 -0.0061'1T• •'0 °0 76 DEAD-1 0.001126 -0.002749 -0.000101 0.000027 0.00wq-•; -0.00(!0•] ; 76 LIVE-1 0.002635 -0.006479 -0.000204 0.000069 0.000M20 0 -0.000127** 76 DEAD1 0.000737 -0.001750 -0.000090 0.000019 0.00(:X75;•; -0.000031 °. 76 LIVE1 0.000304 -0.000482 -0.000138 0.000023 0.000153 ° -8.67DF•�W:. •••••• 76 CONCEN.LIVE 0.000771 -0.001546 2.213E-06 -1.593E-06 -8.790-06.°° -0.060031 :....: 77 DEAD 0.001110 -0.003231 -0.001147 0.000015 0.000119 • -0.00631°: • • 77 LIVE 0.002600 -0.007617 -0.003193 0.000041 0.000331 -0.00692 • 77 DEAD-1 0.001110 -0.003231 -0.001147 0.000015 0.000117 -0.000035 77 LIVE-1 0.002600 -0.007617 -0.003193 0.000041 0.000331 -0.000082 77 DEAD1 0.000728 -0.002054 -0.001152 0.000012 0.000120 -0.000022 77 LIVE1 0.000303 -0.000551 -0.003223 0.000019 0.000354 -4.213E-06 77 CONCEN.LIVE 0.000759 -0.001832 0.000049 -6.272E-06 -8.883E-06 -0.000022 78 DEAD 0.001982 -0.003315 -0.001161 8.891 E-06 0.000146 -0.000024 78 LIVE 0.005083 -0.007843 -0.003231 0.000025 0.000409 -0.000056 78 DEAD-1 0.001982 -0.003315 -0.001161 8.891E-06 0.000146 -0.000024 78 LIVE-1 0.005083 -0.007843 -0.003231 0.000025 0.000409 -0.000056 78 DEAD1 0.001644 -0.002120 -0.001164 7.485E-06 0.000150 -0.000015 78 LIVE1 0.003055 -0.000675 -0.003248 0.000017 0.000433 -1.615E-06 78 CONCEN.LIVE 0.000661 -0.001778 0.000044 -8.886E-06 -8.875E-06 -0.000016 79 DEAD 0.001966 -0.003491 -0.003035 -4.540E-07 0.000168 -8.805E-06 79 LIVE 0.005048 -0.008252 -0.008424 2.500E-06 0.000467 -0.000020 79 DEAD-1 0.001966 -0.003491 -0.003035 -4.540E-07 0.000168 -8.805E-06 79 LIVE-1 0.005048 -0.008252 -0.008424 2.500E-06 0.000467 -0.000020 79 DEAD1 0.001634 -0.002228 -0.003057 1.330E-06 0.000172 -5.127E-06 79 LIVE1 0.003054 -0.000672 -0.008558 0.000013 0.000491 1.992E-06 79 CONCEN.LIVE 0.000650 -0.001909 0.000091 -0.000013 -8.756E-06 -8.275E-06 80 DEAD 0.003095 -0.003468 -0.003047 -5.658E-06 0.000168 -5.313E-08 80 LIVE 0.008204 -0.008221 -0.008456 -0.000010 0.000466 7.470E-07 home Page 22 of 26 ofthomodel 4-11-15.sdb SAP2000 v15.0.0- License#2D730 8. Joint results 15 April 2015 Table 17: Joint Displacements Joint Dut putCase ll1 'U2 113" R9 RZ "in an in �tadians Radians Radians, ; 80 DEAD-1 0.003095 -0.003468 -0.003047 -5.658E-06 0.000168 -5.313E-08 80 LIVE-1 0.008204 -0.008221 -0.008456 -0.000010 0.000466 7.470E-07 80 DEAD1 0.002809 -0.002224 -0.003067 -2.106E-06 0.000172 4.953E-07 80 LIVE1 0.006487 -0.000757 -0.008576 0.000011 0.000491 4.038E-06 80 CONCEN.LIVE 0.000554 -0.001814 0.000086 -0.000014 -8.613E-06 -3.814E-06 81 DEAD 0.003080 -0.003398 -0.004927 -0.000013 0.000151 0.000012 81 LIVE 0.008169 -0.008046 -0.013628 -0.000028 0.000418 0.000029 81 DEAD-1 0.003080 -0.003398 -0.004927 -0.000013 0.000151 0.000012 81 LIVE-1 0.008169 -0.008046 -0.013628 -0.000028 0.000418 0.000029 81 DEAD1 0.002799 -0.002173 -0.004968 -6.875E-06 0.000155 8.154E-06 81 LIVE1 0.006486 -0.000696 -0.013872 8.379E-06 0.000443 6.787E-06 81 CONCEN.LIVE 0.000542 -0.001820 0.000129 -0.000017 -8.283E-06 2.303E-06 82 DEAD 0.004021 -0.003293 -0.004938 -0.000017 0.000131 0.000018 82 LIVE 0.010791 -0.007816 -0.013654 -0.000037 0.000362 0.000045 82 DEAD-1 0.004021 -0.003293 -0.004938 -0.000017 0.000131 0.000018 82 LIVE-1 0.010791 -0.007816 -0.013654 -0.000037 0.000362 0.000045 82 DEAD1 0.003786 -0.002115 -0.004976 -9.439E-06 0.000135 0.000012 82 LIVE1 0.009384 -0.000749 -0.013884 6.756E-06 0.000386 8.281E-06 82 CONCEN.LIVE 0.000450 -0.001695 0.000124 -0.000018 -8.005E-06 5.716E-06 83 DEAD 0.004006 -0.003037 -0.006247 -0.000022 0.000089 0.0000¢x'•• 83 LIVE 0.010756 -0.007200 -0.017237 -0.000049 0.00024:•• 0.000066• •••0:0 83 DEAD-1 0.004006 -0.003037 -0.006247 -0.000022 0.00US9 • 0.000021• '. 83 LIVE-1 0.010756 -0.007200 -0.017237 -0.000049 0.0082•• 0.000055 0 ••••'• 83 DEAD1 0.003777 -0.001945 -0.006304 -0.000013 0.00B09*•• 0.000018 •0 0 0 4• 83 LIVE1 0.009383 -0.000646 -0.017582 4.453E-06 0.000208••• 0.0Q001 e•. • • 83 CONCEN.LIVE 0.000438 -0.001605 0.000159 -0.000020 -7.464L'-ee• 0.000ble• •�:••• 84 DEAD 0.004463 -0.002877 -0.006255 -0.000024 0.006o f•; 0.0dM31 ; ••• 84 LIVE 0.012041 -0.006835 -0.017257 -0.000055 0.00"80• 0.000076 • •••�: 84 DEAD-1 0.004463 -0.002877 -0.006255 -0.000024 0.000'59;•: 0.00003`• •• 84 LIVE-1 0.012041 -0.006835 -0.017257 -0.000055 0.000158 • O.00OQ- ,:• •••••• 84 DEAD1 0.004277 -0.001850 -0.006310 -0.000014 0.00(m61••. 0.00b021 ••••• 84 LIVE1 0.010929 -0.000672 -0.017588 3.193E-06 0.00015 0 0.008011:• • • 84 CONCEN.LIVE 0.000353 -0.001465 0.000155 -0.000021 -7.178E-06 0.000013 • 85 DEAD 0.004447 -0.002497 -0.006655 -0.000027 2.056E-06 0.000037 85 LIVE 0.012006 -0.005923 -0.018342 -0.000063 7.172E-06 0.000088 85 DEAD-1 0.004447 -0.002497 -0.006655 -0.000027 2.056E-06 0.000037 85 LIVE-1 0.012006 -0.005923 -0.018342 -0.000063 7.172E-06 0.000088 85 DEAD1 0.004268 -0.001600 -0.006726 -0.000017 5.749E-06 0.000024 85 LIVE1 0.010928 -0.000543 -0.018772 1.434E-06 0.000029 0.000012 85 CONCEN.LIVE 0.000341 -0.001309 0.000181 -0.000021 -6.809E-06 0.000015 86 DEAD 0.004286 -0.002298 -0.006661 -0.000028 -0.000034 0.000039 86 LIVE 0.011595 -0.005464 -0.018356 -0.000065 -0.000092 0.000094 86 DEAD-1 0.004286 -0.002298 -0.006661 -0.000028 -0.000034 0.000039 86 LIVE-1 0.011595 -0.005464 -0.018356 -0.000065 -0.000092 0.000094 86 DEAD1 0.004149 -0.001479 -0.006730 -0.000017 -0.000031 0.060026 86 LIVE1 0.010778 -0.000549 -0.018772 4.904E-07 -0.000071 0.000013 86 CONCEN.LIVE 0.000258 -0.001159 0.000176 -0.000021 -6.379E-06 0.000017 87 DEAD 0.004270 -0.001853 -0.006045 -0.000029 -0.000087 0.000041 87 LIVE 0.011560 -0.004398 -0.016658 -0.000068 -0.000237 0.000098 87 DEAD-1 0.004270 -0.001853 -0.006045 -0.000029 -0.000087 0.000041 87 LIVE-1 0.011560 -0.004398 -0.016658 -0.000068 -0.000237 0.000098 87 DEAD1 0.004140 -0.001189 -0.006126 -0.000018 -0.000084 0.000027 87 LIVE1 0.010777 -0.000409 -0.017144 -7.087E-07 -0.000219 0.000013 87 CONCEN.LIVE 0.000247 -0.000966 0.000191 -0.000020 -5.415E-06 0.000018 home Page 23 of 26 orthomodel 4-11-15.sdb SAP2000 v15.0.0 - License#2D730 8. Joint results 15 April 2015 Table 17: Joint Displacements -joint "=OutputCase U1U2 U3 R9 R2 R3 in in Radians Radaar�s.'` Radial `- 88 DEAD 0.003507 -0.001648 -0.006048 -0.000029 -0.000118 0.000041 88 LIVE 0.009500 -0.003922 -0.016665 -0.000067 -0.000321 0.000099 88 DEAD-1 0.003507 -0.001648 -0.006048 -0.000029 -0.000118 0.000041 88 LIVE-1 0.009500 -0.003922 -0.016665 -0.000067 -0.000321 0.000099 88 DEAD1 0.003414 -0.001062 -0.006127 -0.000018 -0.000115 0.000027 88 LIVE1 0.008944 -0.000402 -0.017137 -1.289E-06 -0.000304 0.000013 88 CONCEN.LIVE 0.000176 -0.000824 0.000186 -0.000020 -4.733E-06 0.000018 89 DEAD 0.003492 -0.001199 -0.004572 -0.000028 -0.000156 0.000040 89 LIVE 0.009465 -0.002846 -0.012610 -0.000064 -0.000425 0.000095 89 DEAD-1 0.003492 -0.001199 -0.004572 -0.000028 -0.000156 0.000040 89 LIVE-1 0.009465 -0.002846 -0.012610 -0.000064 -0.000425 0.000095 89 DEAD1 0.003405 -0.000769 -0.004653 -0.000017 -0.000154 0.000026 89 LIVE1 0.008943 -0.000267 -0.013096 -1.936E-06 -0.000412 0.000012 89 CONCEN.LIVE 0.000164 -0.000623 0.000182 -0.000018 -3.557E-06 0.000018 90 DEAD 0.002296 -0.001010 -0.004573 -0.000026 -0.000173 0.000038 90 LIVE 0.006219 -0.002404 -0.012611 -0.000061 -0.000471 0.000090 90 DEAD-1 0.002296 -0.001010 -0.004573 -0.000026 -0.000173 0.000038 90 LIVE-1 0.006219 -0.002404 -0.012611 -0.000061 -0.000471 0.000090 90 DEAD1 0.002240 -0.000651 -0.004652 -0.000016 -0.000171 0.000025 90 LIVE1 0.005883 -0.000252 -0.013083 -2.170E-06 -0.000461 0.000931. 90 CONCEN.LIVE 0.000107 -0.000500 0.000177 -0.000017 -2.741--06 . 0.0ON-4--� ••••�• 91 DEAD 0.002280 -0.000616 -0.002623 -0.000022 -O.00d'L93* : 0.000:33.. • 91 LIVE 0.006184 -0.001462 -0.007254 -0.000053 -0.000496... 0.00NI •••••• 91 DEAD-1 0.002280 -0.000616 -0.002623 -0.000022 -0.0001•°x3:.. 0.000033 91 LIVE-1 0.006184 -0.001462 -0.007254 -0.000053 -0.0004e6•• 0.0000-0• • • 91 DEAD1 0.002230 -0.000395 -0.002692 -0.000014 -0.00018!?•• 0.000eY10• ••;•. 91 LIVE1 0.005882 -0.000136 -0.007669 -2.264E-06 -0.00(**:--: 9.607'0 Og ••••• 91 CONCEN.LIVE 0.000095 -0.000321 0.000149 -0.000014 -1.353 .060• 0.000015 •• ••••;' 92 DEAD 0.000992 -0.000469 -0.002622 -0.000020 -0.00(:I-YB;•; 0.000029• '. 92 LIVE 0.002681 -0.001118 -0.007250 -0.000046 -0.000485 . 0.00QQqp.;. '0*0 0: 92 DEAD-1 0.000992 -0.000469 -0.002622 -0.000020 -O.00L:78 •, 0.006029 i....i 92 LIVE-1 0.002681 -0.001118 -0.007250 -0.000046 -0.000486 ' 0.0041%4*�: 92 DEAD1 0.000964 -0.000303 -0.002689 -0.000012 -0.000177 0.0000113 • 92 LIVE1 0.002514 -0.000121 -0.007651 -2.154E-06 -0.000482 8.357E-06 92 CONCEN.LIVE 0.000054 -0.000229 0.000145 -0.000012 -5.361 E-07 0.000013 93 DEAD 0.000976 -0.000191 -0.000819 -0.000014 -0.000146 0.000021 93 LIVE 0.002646 -0.000452 -0.002291 -0.000033 -0.000401 0.000050 93 DEAD-1 0.000976 -0.000191 -0.000819 -0.000014 -0.000146 0.000021 93 LIVE-1 0.002646 -0.000452 -0.002291 -0.000033 -0.000401 0.000050 93 DEAD1 0.000954 -0.000122 -0.000864 -8.753E-06 -0.000147 0.000014 93 LIVE1 0.002513 -0.000041 -0.002560 -1.704E-06 -0.000402 5.959E-06 93 CONCEN.LIVE 0.000042 -0.000101 0.000093 -8.516E-06 6.785E-07 9.610E-06 94 DEAD 0.000019 -0.000105 -0.000816 -9.612E-06 -0.000110 0.000014 94 LIVE 0.000043 -0.000252 -0.002280 -0.000023 -0.000302 0.000035 94 DEAD-1 0.000019 -0.000105 -0.000816 -9.612E-06 -0.000110 0.000014 94 LIVE-1 0.000043 -0.000252 -0.002280 -0.000023 -0.000302 0.000035 94 DEAD1 0.000012 -0.000068 -0.000858 -6.055E-06 -0.000111 9.400E-06 94 LIVE1 1.130E-06 -0.000030 -0.002535 -1.239E-06 -0.000306 4.115E-06 94 CONCEN.LIVE 0.000014 -0.000049 0.000089 -5.827E-06 1.654E-06 6.700E-06 95 DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 95 LIVE 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 95 DEAD-1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 95 LIVE-1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 95 DEAD1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 home Page 24 of 26 orthomodel 4-11-15.sdb SAP2000 v15.0.0 - License#2D730 8. Joint results 15 April 2015 Table 17: Joint Displacements Joint outputCase �I U2- U3 R9 R2 R3 ire n in' in ftadiars. adlans: " Radians 95 LIVE1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 95 CONCEN.LIVE 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 Table 18: Joint Reactions Table 18: Joint Reactions oiautputCase, F2 Fab t 7 11A2 _ M3 Klp; �.. ,1 9�aPt> 1GAarap-ud 2 DEAD -0.297 8.826E-04 0.300 -0.132 1.176 0.012 2 LIVE -0.676 2.686E-03 0.748 -0.304 3.868 5.297E-03 2 DEAD-1 -0.297 8.826E-04 0.300 -0.132 1.176 0.012 2 LIVE-1 -0.676 2.686E-03 0.748 -0.304 3.868 5.297E-03 2 DEAD1 -0.182 6.135E-04 0.177 -0.082 0.645 5.527E-03 2 LIVE1 0.016 1.071E-03 0.011 -7.490E-03 0.678 -0.035 2 CONCEN.LIVE -0.224 -9.348E-04 0.087 -0.093 -1.506 0.064 17 DEAD -0.027 0.039 0.202 1.156 0.705 0.120 17 LIVE -0.074 0.093 0.338 2.762 1.898 0.284 17 DEAD-1 -0.027 0.039 0.202 1.156 0.705 0.12900 17 LIVE-1 -0.074 0.093 0.338 2.762 1.$98 . 0 2134.•* •••••• 17 DEAD1 -0.024 0.025 0.184 0.752 0.A,7.• : 0.096••• •0 17 LIVE1 -0.056 0.013 0.229 0.338 1.2A&•.. O.t6%e : ••••0• 17 CONCEN.LIVE -5.128E-03 0.016 -3.678E-03 0.525 0.2M.:•. 0.069• :0 0*0: 18 DEAD -7.100E-03 0.019 0.116 0.345 0.256•.• 0.10•• • • 18 LIVE -0.012 0.042 0.112 0.713 0.474•••'O 02"660 00:0•0 18 DEAD-1 -7.100E-03 0.019 0.116 0.345 0.260:•• OM&O O : •••.• 18 LIVE-1 -0.012 0.042 0.112 0.713 0.4+7q •• 0.274 •• •••'•' 18 DEAD1 -3.603E-03 0.011 0.091 0.186 0.175•:•: 0.073 • 0 18 LIVE1 9.292E-03 -9.033E-03 -0.039 -0.240 -0.270 ' 0.1 l �;. ""': 18 CONCEN.LIVE -6.338E-03 0.022 0.019 0.451 0.2:2 ,•, 0.L166 000900 19 DEAD -9.876E-03 0.028 0.246 -0.980 -0.3620 ' 0.1$1 : : • 0 19 LIVE -9.739E-06 0.060 0.442 -2.219 -0.444 0.44.1' 0 19 DEAD-1 -9.876E-03 0.028 0.246 -0.980 -0.362 0.187 19 LIVE-1 -9.739E-06 0.060 0.442 -2.219 -0.444 0.441 19 DEAD1 2.628E-03 0.015 0.222 -0.584 -0.075 0.118 19 LIVE1 0.075 -0.014 0.299 0.155 1.277 0.031 19 CONCEN.LIVE -0.027 0.033 -9.882E-03 -0.852 -0.599 0.107 20 DEAD -0.025 -0.092 0.142 1.689 -0.591 0.174 20 LIVE -0.060 -0.211 0.168 3.882 -1.371 0.411 20 DEAD-1 -0.025 -0.092 0.142 1.689 -0.591 0.174 20 LIVE-1 -0.060 -0.211 0.168 3.882 -1.371 0.411 20 DEAD1 -0.015 -0.056 0.104 1.030 -0.340 0.110 20 LIVE1 1.707E-03 8.236E-03 -0.058 -0.070 0.138 0.029 20 CONCEN.LIVE -0.022 -0.073 0.028 1.262 -0.531 0.099 44 DEAD -0.167 9.493E-04 0.229 -0.122 1.364 4.714E-03 44 LIVE -0.450 2.381E-03 0.627 -0.286 3.972 5.752E-03 44 DEAD-1 -0.167 9.493E-04 0.229 -0.122 1.364 4.714E-03 44 LIVE-1 -0.450 2.381E-03 0.627 -0.286 3.972 5.752E-03 44 DEAD1 -0.135 5.446E-04 0.161 -0.077 0.793 4.983E-03 44 LIVE1 -0.256 -4.743E-05 0.214 -0.017 0.548 7.365E-03 44 CONCEN.LIVE 0.052 2.761E-04 -0.054 -0.075 -0.226 0.013 75 DEAD 0.663 3.297E-03 0.578 0.040 6.586 -0.166 75 LIVE 1.573 7.655E-03 1.448 0.093 17.165 -0.386 home Page 25 of 26 orthomodel 4-11-15.sdb SAP2000 v15.0.0- License#2D730 11. Design preferences 15 April 2015 Table 18: Joint Reactions 7 77 Joint outpidcase = F7 F2; f3-' M7 M2 M3 }gip p }Cp 1Win _: 19 ;jap an 75 DEAD-1 0.663 3.297E-03 0.578 0.040 6.586 -0.166 75 LIVE-1 1.573 7.655E-03 1.448 0.093 17.165 -0.386 75 DEAD1 0.437 2.109E-03 0.437 0.025 5.540 -0.107 75 LIVE1 0.218 5.218E-04 0.599 4.566E-03 10.894 -0.027 75 CONCEN.LIVE 0.332 2.155E-03 0.197 0.023 1.078 -0.110 95 DEAD -0.131 1.653E-03 0.074 0.042 2.665 -0.075 95 LIVE -0.302 3.941E-03 0.248 0.099 7.568 -0.180 95 DEAD-1 -0.131 1.653E-03 0.074 0.042 2.665 -0.075 95 LIVE-1 -0.302 3.941E-03 0.248 0.099 7.568 -0.180 95 DEAD1 -0.082 1.067E-03 0.105 0.027 2.887 -0.049 95 LIVE 1 -7.891 E-03 4.251E-04 0.433 5.441 E-03 8.897 -0.021 95 CONCEN.LIVE -0.100 8.064E-04 -0.063 0.026 -0.458 -0.035 11 . Design preferences This section provides the design preferences for each type of design, which typically include material reduction factors, framing type, stress ratio limit, deflection limits, and other code specific items. ." . . 0000 0000.. 00 0 . ... • 11.1. Steel design000 ' ' 0.. .. • 0000.. . 0000.. 0666 0000 . . Table 21: Preferences - Steel Design -AISC-ASD01, Part 1 of 2 • 0000 0000. Table 21: Preferences-Steel Design-AISC-ASD01,Part 1 of 2 • • '6; 6 6 6 6 6 6 FramelYpe -PatLti` 31w<atic it leis P1ij el D1.Ratw DLAr�r�lt l t' 6 6• x� .. i :u4.s'.` ug ^+' {, ,.:..r...,-4 t",`.; ..Ax��9s..t,:,#,,6'] • • 666666 �r_`'�-±-,. OMF 0.750000 0.950000 D Yes 120.000000 12(1000090 ;'•••• • • 666••6 Table 21: Preferences - Steel Design -AISC-ASD01, Part 2 of 2 Table 21: Preferences-Steel Design- AISC-ASD01,Part 2 of 2 11Rat TDta1Ra1` R3 Alen& 360.000000 240.000000 240.000000 home Page 26 of 26 orthomodel 4-11-15.sdb SAP2000 v15.0.0 -License#21D730 List of Tables 15 April 2015 List of Tables Table: Steel Desiqn 2 -PMM Details-AISC-ASD01, Part 1 of 8....................................................................................... 2 Table: Steel Design 2- PMM Details-AISC-ASD01, Part 2 of 8....................................................................................... 3 Table: Steel Design 2- PMM Details -AISC-ASD01, Part 3 of 8....................................................................................... 5 Table: Steel Desiqn 2-PMM Details-AISC-ASD01, Part 4 of 8....................................................................................... 6 Table: Steel Design 2- PMM Details-AISC-ASD01, Part 5 of 8....................................................................................... 8 Table: Steel Desiqn 2- PMM Details-AISC-ASD01, Part 6 of 8..................................................................................... 10 Table: Steel Desiqn 2-PMM Details-AISC-ASD01, Part 7 of 8..................................................................................... 11 Table: Steel Desiqn 2-PMM Details-AISC-ASD01, Part 8 of 8..................................................................................... 14 Table: Steel Desiqn 3-Shear Details-AISC-ASD01, Part 1 of 4.................................................................................... 16 Table: Steel Design 3-Shear Details-AISC-ASD01, Part 2 of 4.................................................................................... 17 Table: Steel Design 3-Shear Details-AISC-ASD01, Part 3 of 4.................................................................................... 19 Table: Steel Desiqn 3-Shear Details-AISC-ASD01, Part 4 of 4.................................................................................... 22 Table: Steel Desiqn 7- Beam Shear Forces-AISC-ASD01 ............................................................................................ 24 0..0 . . .0.. 0000.0 .. . . 0.0 • .. . ..9... 000000 . . . 90000. 000. 0000 9 . . 0000 0000 0000. . . 0000.. ... . 0000. 9 . 00 9. .. 0000.. ..0.0. 9 . . 9 . 0990.6 0000.. . . . 0000.. .. . 0 099 9 . . . home Page 1 of 24 or`thomodel 4-11-15.sdb SAP2000 v15.0.0 - License#2D730 15 April 2015 Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 1 of 8 Table: Steel Design 2-PMM Details-AISC-ASD01,Part 1 of 8 Frame DesignSect DesignType Status Combo Location P in Mp 1 TUBE 5X2X0.25 Column No Messages COMB1 0.000 -1.042 2 TUBE 5X2X0.25 Beam No Messages COMB1 0.000 -0.973 3 TUBE 5X2X0.25 Column No Messages COMB1 7.000 -0.929 4 TUBE 5X2X0.25 Beam No Messages COMB1 0.000 -0.973 5 TUBE 5X2X0.25 Column No Messages COMB1 7.000 -0.816 6 TUBE 5X2X0.25 Beam No Messages COMB1 0.000 -0.973 7 TUBE 5X2X0.25 Column No Messages COMB1 0.000 -0.710 8 TUBE 5X2X0.25 Beam No Messages COMB1 11.000 -0.973 9 TUBE 5X2X0.25 Column No Messages COMB1 0.000 -0.597 10 TUBE 5X2X0.25 Beam No Messages COMB1 11.000 -0.973 11 TUBE 5X2X0.25 Column No Messages COMB3 7.096 -0.229 12 TUBE 5X2X0.25 Beam No Messages COMB3 0.000 -0.521 13 TUBE 5X2X0.25 Column No Messages COMB1 7.000 -0.365 14 TUBE 5X2X0.25 Beam No Messages COMB1 0.000 -0.973 40 TUBE 5X2X0.25 Beam No Messages COMB1 0.000 -0.617 41 TUBE 5X2X0.25 Column No Messages COMB1 0.966"• -0 85Q . 9 6660 i• ••9 42 TUBE 5X2X0.25 Beam No Messages COMB1 • . • 0.000 -0.617.• 43 TUBE 5X2X0.25 Column No Messages COMB1 • 7.00 0�•: -007�Z.:. Do*44 TUBE 5X2X0.25 Beam No Messages COMB1 ••• •• 0.000 . -0,617 • 45 TUBE 5X2X0.25 Column No Messages COMB1 0•.. 0.00.0•.. -0pl**: 46 TUBE 5X2X0.25 Beam No Messages COMB1 6000.• 11.009...• -0,0110. 47 TUBE5X2X0.25 Column No Messages COMB1 000.00 0.0090 . -0.61$••' 48 TUBE 5X2X0.25 Beam No Messages COMB1 00.00' 11.000 '0; -0.61-4999 49 TUBE 5X2X0.25 Column No Messages COMB1 000000 0.000 • -0.405 6 0 50 TUBE 5X2X0.25 Beam No Messages COMB1 : ' ; 11.090 • -0.61-7--:- 51 TUBE 5X2X0.25 Column No Messages COMB1 0 0 O.OD5'0*0 -0493 6609•: 52 TUBE 5X2X0.25 Beam No Messages COMB2 '0 0' ; 11.009 9.6 -0.585 • 53 TUBE 5X2X0.25 Column No Messages COMB2 0.0866* : -0.193 54 TUBE 5X2X0.25 Column No Messages COMB1 6.549 0.875 55 TUBE 5X2X0.25 Beam No Messages COMB1 11.000 2.237 56 TUBE 5X2X0.25 Column No Messages COMB1 0.000 0.987 57 TUBE 5X2X0.25 Beam No Messages COMB1 11.000 2.237 58 TUBE 5X2X0.25 Column No Messages COMB1 7.000 1.106 59 TUBE 5X2X0.25 Beam No Messages COMB1 0.000 2.237 60 TUBE 5X2X0.25 Column No Messages COMB1 7.000 1.219 61 TUBE 5X2X0.25 Beam No Messages COMB1 0.000 2.237 62 TUBE 5X2X0.25 Column No Messages COMB1 6.904 1.332 63 TUBE 5X2X0.25 Beam No Messages COMB1 0.000 2.237 64 TUBE 5X2X0.25 Column No Messages COMB1 7.096 1.445 65 TUBE 5X2X0.25 Beam No Messages COMB1 0.000 2.237 66 TUBE 5X2X0.25 Column No Messages COMB1 7.000 1.558 67 TUBE 5X2X0.25 Beam No Messages COMB1 0.000 2.237 68 TUBE 5X2X0.25 Column No Messages COMB1 7.000 1.671 69 TUBE 5X2X0.25 Beam No Messages COMB1 0.000 2.237 70 TUBE 5X2X0.25 Column No Messages COMB1 0.000 1.777 71 TUBE 5X2X0.25 Beam No Messages COMB1 11.000 2.237 72 TUBE 5X2X0.25 Column No Messages COMB1 0.000 1.890 73 TUBE 5X2X0.25 Beam No Messages COMB1 13.500 2.237 74 TUBE 5X2X0.25 Column No Messages COMB1 0.000 -0.164 75 TUBE 5X2X0.25 Beam No Messages COMB1 0.000 -0.432 home Page 2 of 24 ot1homodel 4-11-15.sdb SAP2000 v15.0.0 - License#2D730 15 April 2015 Table: Steel Design 2-PMM Details-AISC-ASDO1,Part 1 of 8 Frame DesignSect DesignType Status Combo Location P j in Kip 76 TUBE 5X2XO.25 Column No Messages COMB1 7.000 -0.711 77 TUBE 5X2XO.25 Beam No Messages COMB1 0.000 -0.432 78 TUBE 5X2XO.25 Column No Messages COMB1 0.000 -0.605 79 TUBE 5X2XO.25 Beam No Messages COMB1 11.000 -0.432 80 TUBE 5X2XO.25 Column No Messages COMB1 0.000 -0.492 81 TUBE 5X2XO.25 Beam No Messages COMB1 11.000 -0.432 82 TUBE 5X2XO.25 Column No Messages COMB1 0.000 -0.379 83 TUBE 5X2XO.25 Beam No Messages COMB1 11.000 -0.432 84 TUBE 5X2XO.25 Column No Messages COMB1 0.000 -0.266 85 TUBE 5X2XO.25 Beam No Messages COMB1 11.000 -0.432 86 TUBE 5X2XO.25 Column No Messages COMB1 0.000 -0.153 87 TUBE 5X2XO.25 Beam No Messages COMB1 11.000 -0.432 88 TUBE 5X2XO.25 Column No Messages COMB1 0.000 -0.041 89 TUBE 5X2XO.25 Beam No Messages COMB2 0.000 -0.383 90 TUBE 5X2XO.25 Column No Messages COMB1 6.904 0.079 91 TUBE 5X2XO.25 Beam No Messages COMB2 11.000 -0.383 92 TUBE 5X2XO.25 Column No Messages COMB1 7.096 0.192 93 TUBE 5X2XO.25 Beam No Messages COMB2 13.500 -0.383 19 TUBE 5X2XO.25 Beam No Messages COMB3 0.000 -0.512 21 TUBE 5X2XO.25 Beam No Messages COMB1 O.OQLL•• 0.108 23 TUBE 5X2XO.25 Beam No Messages COMB1 . . 0.60"••• -0.0474••• • 24 TUBE 5X2XO.25 Beam No Messages COMB1 •..' : 0.000 ••• -0.94360 25 TUBE 5X2XO.25 Beam No Messages COMB1 •••••• 43.0.00• : 0.919••• 26 TUBE 5X2XO.25 Beam No Messages COMB1 *so:** 0.000 • 2.315E:-g%•• 15 STEEL TUBE Column No Messages COMB1 •••• 0.0090•• 0.151 • 16 STEELTUBE Column No Messages COMB1 •+•••• 6.549•••• 0.4T't00� 17 STEEL TUBE Column No Messages COMB1 •••••• 48.000'• : -0.i,5"• 18 STEEL TUBE Column No Messages COMB1 •••••• 0.000 •• -0.8v•:' 20 TUBE 5X2XO.25 Beam No Messages COMB1 •• • 0.000 ' 0.656 •• 33 double angle Beam No Messages COMB1 O.ODQ • 1.33'4•••• 35 double angle Beam No Messages COMB1 ; •• 60.811 -O.Iv•••: •• • Table: Steel Design 2 - PMM Details -AISC-ASD01, Part 2 of 8 Table: Steel Design 2-PMM Details-AISC-ASD01,Part 2 of 8 i Frame MMajor MMinor VMajor VMinor T Equation TotalRatio lQp-in lQp4n IGp lGp lQp in 1 -11.415 0.412 -0.973 -3.568E-03 -0.018 (1-11-3) 0.108526 2 -11.415 0.018 -1.042 -3.568E-03 -0.412 (1-11-3) 0.102192 3 -7.351 -0.387 0.973 -3.568E-03 -0.057 (H1-3) 0.074387 4 -7.351 0.057 -0.929 -3.568E-03 -0.387 (H1-3) 0.070160 5 -4.528 -0.362 0.973 -3.568E-03 -0.096 (H1-3) 0.050190 6 -4.528 0.096 -0.816 -3.568E-03 -0.362 (H1-3) 0.048087 7 3.864 -0.362 0.973 -3.568E-03 -0.135 (H1-3) 0.043745 8 4.204 0.175 -0.597 -3.568E-03 -0.337 (1-11-3) 0.046640 9 4.204 -0.337 0.973 -3.568E-03 -0.175 (H1-3) 0.044927 10 3.398 0.214 -0.484 -3.568E-03 -0.313 (H1-3) 0.040748 11 -4.362 -0.227 0.521 5.219E-05 -0.073 (H1-3) 0.040731 12 -4.362 0.073 -0.229 5.219E-05 -0.227 (H1-3) 0.041616 13 -5.647 -0.262 0.973 -3.568E-03 -0.253 (H1-3) 0.052990 14 -5.647 0.253 -0.365 -3.568E-03 -0.262 (H1-3) 0.059366 40 -1.325 0.230 -0.173 -3.330E-03 -0.246 (H1-3) 0.020577 41 -9.380 0.386 -0.617 -3.330E-03 -0.010 (H1-3) 0.089812 home Page 3 of 24 orthomodel 4-11-15.sdb SAP2000 v15.0.0 -License#2D730 15 April 2015 Table: Steel Design 2-PMM Details-AISC-ASD01,Part 2 of 8 Frame MMajor MMinor VMajor VMinor T Equation TotaiRatio Wp-in Mp-in Mp IGp Wp4n 42 -9.380 0.010 -0.850 -3.330E-03 -0.386 (H1-3) 0.081977 43 -4.935 -0.363 0.617 -3.330E-03 -0.047 (H1-3) 0.052637 44 -4.935 0.047 -0.737 -3.330E-03 -0.363 (H1-3) 0.046849 45 2.592 -0.363 0.617 -3.330E-03 -0.084 (H1-3) 0.032728 46 4.555 0.120 -0.518 -3.330E-03 -0.340 (H1-3) 0.044877 47 4.555 -0.340 0.617 -3.330E-03 -0.120 (H1-3) 0.046952 48 5.276 0.157 -0.405 -3.330E-03 -0.316 (H1-3) 0.051204 49 5.276 -0.316 0.617 -3.330E-03 -0.157 (H1-3) 0.051216 50 4.817 0.194 -0.293 -3.330E-03 -0.293 (H1-3) 0.048057 51 4.817 -0.293 0.617 -3.330E-03 -0.194 (H1-3) 0.046016 52 3.089 0.204 -0.193 -2.925E-03 -0.242 (H1-3) 0.033997 53 3.089 -0.242 0.585 -2.925E-03 -0.204 (H1-3) 0.030352 54 15.706 -0.629 -2.237 0.011 0.680 (H2-1) 0.144189 55 -11.330 -0.560 0.987 -0.011 -0.557 (H2-1) 0.122041 56 11.330 0.557 2.237 0.011 0.560 (1-12-1) 0.109185 57 -7.186 -0.439 1.100 -0.011 -0.480 (H2-1) 0.087027 58 -8.472 0.404 2.237 0.011 0.439 (H2-1) 0.085234 59 8.472 -0.439 1.106 -0.011 -0.404 (H2-1) 0.097347 60 -11.375 0.327 2.237 0.011 0.319 (H2-1) 0.108557 61 11.375 -0.319 1.219 -0.011 -0.327 (H2-1) "168871 62 -12.821 0.251 2.237 0.011 0.198 +(H2-14 •.0.1 0211 ++••+• • 63 12.821 -0.198 1.332 -0.011 -0.251 "(Wal): X0.111 • • 64 -13.458 0.174 2.237 0.011 0.078 .(4 -4. • 0125938 •••••' 65 13.458 -0.078 1.445 -0.011 -0.174 4WA O• 0.162053 • • 66 -12.637 0.097 2.237 0.011 -0.043 4W34 p. 6!1016;87 • ' 67 12.637 0.043 1.558 -0.011 -0.097 (104) 001214955 "••' 68 -10.575 0.020 2.237 0.011 -0.163 #14-14P •e).-192Z78 •'• • 69 10.575 0.163 1.671 -0.011 -0.020 f M-tp 0.11 Oft ��•:� 70 8.385 0.020 2.237 0.011 -0.2842}• 0.095799 '• 71 -13.144 0.404 1.890 -0.011 0.055 eH2-1) • �413�317 0*00 72 13.144 -0.055 2.237 0.011 -0.404 a12- '. 00.125642 :••++0 L1 73 -23.751 0.552 2.027 -0.011 0.133 (H2=1) ' •6.2043 • • 74 3.766 -0.884 0.291 0.039 0.224 (H1-3) 6.8449% 75 -11.153 -0.374 -0.824 -5.594E-03 -0.211 (H1-3) 0.099551 76 5.700 0.172 -0.432 5.594E-03 0.312 (H1-3) 0.055706 77 -5.700 -0.312 -0.711 -5.594E-03 -0.172 (H1-3) 0.054907 78 -1.537 0.172 -0.432 5.594E-03 0.250 (H1-3) 0.021190 79 4.507 -0.189 -0.492 -5.594E-03 -0.133 (H1-3) 0.043527 80 -4.507 0.133 -0.432 5.594E-03 0.189 (H1-3) 0.043259 81 6.235 -0.127 -0.379 -5.594E-03 -0.094 (H1-3) 0.056492 82 -6.235 0.094 -0.432 5.594E-03 0.127 (H1-3) 0.055368 83 6.765 -0.066 -0.266 -5.594E-03 -0.055 (H1-3) 0.059841 84 -6.765 0.055 -0.432 5.594E-03 0.066 (H1-3) 0.057873 85 5.970 -4.307E-03 -0.153 -5.594E-03 -0.015 (H1-3) 0.052556 86 -5.970 0.015 -0.432 5.594E-03 4.307E-03 (H1-3) 0.049724 87 3.974 0.057 -0.041 -5.594E-03 0.024 (H1-3) 0.037325 88 -3.974 -0.024 -0.432 5.594E-03 -0.057 (H1-3) 0.032661 89 1.135 0.052 -3.288E-03 -5.008E-03 0.056 (H1-3) 0.013943 90 2.247 -0.102 -0.432 5.594E-03 -0.119 (H2-1) 0.020326 91 -3.850 0.162 0.216 -5.008E-03 0.090 (H1-3) 0.037336 92 6.765 -0.141 -0.432 5.594E-03 -0.180 (H2-1) 0.058315 93 -10.454 0.229 0.353 -5.008E-03 0.126 (H1-3) 0.091357 19 -4.501 -0.091 -0.156 -4.402E-03 -0.783 (H1-3) 0.044082 21 -2.421 0.671 -0.090 0.032 -0.157 (H2-1) 0.030362 home Page 4 of 24 orihomodel 4-11-15.sdb SAP2000 v15.0.0-License#2D730 15 April 2015 Table: Steel Design 2-PMM Details-AISC-ASD01,Part 2 of 8 Frame MMajor MMinor Major VMinor T Equation TotalRatio Kip-lin Kip4n p Kp Kip-in 23 -12.462 0.264 -0.461 4.517E-03 0.913 (H1-3) 0.107400 24 -3.814 0.109 -0.313 3.644E-03 0.518 (H1-3) 0.044433 25 -5.301 -0.024 0.246 5.806E-03 8.441E-03 (H2-1) 0.056644 26 -3.153 0.482 -0.272 0.020 1.299 (H2-1) 0.032380 15 -0.623 3.329 -0.019 0.061 0.390 (H2-1) 0.028473 16 -3.963 4.664 -0.100 0.131 0.405 (H2-1) 0.063415 17 -2.123 -8.977 0.085 0.303 -0.584 (H1-3) 0.078921 18 0.806 -3.199 9.886E-03 -0.088 -0.628 (H1-3) 0.035431 20 -12.097 0.062 -0.345 7.681E-04 -0.707 (H2-1) 0.104692 33 3.279 -0.380 0.078 -8.038E-03 4.728E-03 (H2-1) 0.117885 35 2.137 -0.011 -0.038 -8.200E-03 -1.498E-03 (H1-3) 0.080230 Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 3 of 8 Table: Steel Design 2-PMM Details-AISC-ASD01,Part 3 of 8 Frame PRatio MMajRatio MMinRatio SRUmit_ PDsgn fPa Fa Kip Kip/in2 Kipfin2:: 1 0.010901 0.091583 0.006042 0.950000 -1.042 0.3205 29.4050 2 0.010351 0.091583 0.000258 0.950000 -0.973 0.2993 •.?$,6169 3 0.009735 0.058976 0.005676 0.950000 -0.929 , 0.4858 •0 JWA85 •••• • 4 0.010351 0.058976 0.000833 0.950000 -0.973 •4?2*3 •29AM69 • 5 0.008553 0.036327 0.005310 0.950000 -0.816 0•40&W 1 0 d A85 •••••• 6 0.010351 0.036327 0.001408 0.950000 -0.973 ••J"3 28.9169 • • 7 0.007438 0.030997 0.005310 0.950000 -0.710 •"24 84 •29.8585 • • 8 0.010351 0.033730 0.002559 0.950000 -0.973 •Q 3 •29.9169 a89 •• ••, 9 0.006253 0.033730 0.004944 0.950000 -0.597 **"6 ••2%3185 ••"' 10 0.010351 0.027263 0.003134 0.950000 -0.973 ••0!2993 28.M9 11 0.002405 0.034996 0.003330 0.950000 -0.229 •-0-bN:6 29.3485 •• 12 0.005546 0.034996 0.001074 0.950000 -0.521 • 0.1654 LAW "�••� 13 0.003839 0.045305 0.003846 0.950000 -0.365 0 J1 V ' 29.2309 ;••••: 14 0.010351 0.045305 0.003710 0.950000 -0.973 06.2993 •'N:11:i9 0 40 0.006570 0.010632 0.003375 0.950000 -0.617 0.1900 of8.91t9 41 0.008897 0.075253 0.005661 0.950000 -0.850 0.2616 29.4050 42 0.006570 0.075253 0.000153 0.950000 -0.617 0.1900 28.9169 43 0.007728 0.039589 0.005320 0.950000 -0.737 0.2269 29.3585 44 0.006570 0.039589 0.000690 0.950000 -0.617 0.1900 28.9169 45 0.006613 0.020795 0.005320 0.950000 -0.631 0.1942 29.3585 46 0.006570 0.036543 0.001764 0.950000 -0.617 0.1900 28.9169 47 0.005431 0.036543 0.004978 0.950000 -0.518 0.1594 29.3585 48 0.006570 0.042333 0.002301 0.950000 -0.617 0.1900 28.9169 49 0.004247 0.042333 0.004636 0.950000 -0.405 0.1247 29.3685 50 0.006570 0.038649 0.002838 0.950000 -0.617 0.1900 28.9169 51 0.003068 0.038649 0.004299 0.950000 -0.293 0.0900 29.3485 52 0.006226 0.024784 0.002987 0.950000 -0.585 0.1800 28.9169 53 0.002026 0.024784 0.003542 0.950000 -0.193 0.0595 29.3585 54 0.008970 0.126004 0.009216 0.950000 0.875 0.2691 28.2751 55 0.022942 0.090897 0.008202 0.950000 2.237 0.6882 28.9169 56 0.010123 0.090897 0.008164 0.950000 0.987 0.3037 29.3585 57 0.022942 0.057649 0.006436 0.950000 2.237 0.6882 28.9169 58 0.011347 0.067969 0.005917 0.950000 1.106 0.3404 29.3585 59 0.022942 0.067969 0.006436 0.950000 2.237 0.6882 28.9169 60 0.012504 0.091259 0.004794 0.950000 1.219 0.3751 29.3585 61 0.022942 0.091259 0.004671 0.950000 2.237 0.6882 28.9169 home Page 5 of 24 orthomodel 4-11-15.sdb SAP2000 v15.0.0 - License#2D730 15 April 2015 Table: Steel Design 2-PMM Details-AISC-ASDO1,Part 3.of 8 Frame PRatio MMajRatio MMinRatio SRLimlt PDsgn ffa Fa Kip KipAn2 Kipin2 62 0.013661 0.102865 0.003686 0.950000 1.332 0.4098 29.3685 63 0.022942 0.102865 0.002905 0.950000 2.237 0.6882 28.9169 64 0.014819 0.107972 0.002547 0.950000 1.445 0.4446 29.3485 65 0.022942 0.107972 0.001139 0.950000 2.237 0.6882 28.9169 66 0.015976 0.101388 0.001423 0.950000 1.558 0.4793 29.3585 67 0.022942 0.101388 0.000626 0.950000 2.237 0.6882 28.9169 68 0.017133 0.084845 0.000299 0.950000 1.671 0.5140 29.3585 69 0.022942 0.084845 0.002392 0.950000 2.237 0.6882 28.9169 70 0.018225 0.067275 0.000299 0.950000 1.777 0.5467 29.3685 71 0.022942 0.105452 0.005923 0.950000 2.237 0.6882 28.9169 72 0.019381 0.105452 0.000809 0.950000 1.890 0.5814 29.3485 73 0.022942 0.190552 0.008090 0.950000 2.237 0.6882 28.6148 74 0.001808 0.030215 0.012950 0.950000 -0.164 0.0505 27.9112 75 0.004601 0.089476 0.005474 0.950000 -0.432 0.1330 28.9169 76 0.007453 0.045734 0.002519 0.950000 -0.711 0.2188 29.3585 77 0.004601 0.045734 0.004572 0.950000 -0.432 0.1330 28.9169 78 0.006338 0.012332 0.002519 0.950000 -0.605 0.1861 29.3585 79 0.004601 0.036158 0.002769 0.950000 -0.432 0.1330 28.9169 80 0.005156 0.036158 0.001945 0.950000 -0.492 0.1514 29.3585 81 0.004601 0.050025 0.001867 0.950000 -0.432 0.1330 .'26.9169 82 0.003972 0.050025 0.001371 0.950000 -0.379 : 0.1166 029.9685 "":' 83 0.004601 0.054275 0.000965 0.950000 -0.432 *t.1350 .'249':69 '. 84 0.002792 0.054275 0.000805 0.950000 -0.266 0 MMO 029.3485 **0*** 85 0.004601 0.047893 0.000000 0.950000 -0.432 *8 VM0 29.9169 :0000: •� •• . • 86 0.001608 0.047893 0.000223 0.950000 -0.153 0 0472 x. 585 87 0.004601 0.031885 0.000839 0.950000 -0.432 ...0� �30 • 11.�169 • 88 0.000425 0.031885 0.000350 0.950000 -0.041 • 0�£5 29.0*85 0 0*•0 0 89 0.004080 0.009109 0.000755 0.950000 -0.383 bio p0 28.9169 •• � 90 0.000806 0.018029 0.001490 0.950000 0.079 : 0-021.t2 29.3685 • • 91 0.004080 0.030887 0.002370 0.950000 -0.383 • 0.1.180 :•?8.;169 92 0.001965 0.054279 0.002072 0.950000 0.192 '.p:05Z9 •2$.�J85 :"00: 93 0.004123 0.083873 0.003360 0.950000 -0.383 0.1180 '•X8.6:48 19 0.006639 0.036110 0.001333 0.950000 -0.512 0.1576 23.7298 21 0.001112 0.019423 0.009827 0.950000 0.108 0.0334 23.7298 23 0.003556 0.099979 0.003865 0.950000 -0.274 0.0844 23.7298 24 0.012233 0.030599 0.001601 0.950000 -0.943 0.2903 23.7298 25 0.009485 0.046780 0.000379 0.950000 0.925 0.2846 23.7298 26 0.000000 0.025297 0.007059 0.950000 2.315E-03 7.122E-04 23.7298 15 0.001346 0.004276 0.022852 0.950000 0.151 0.0404 21.9472 16 0.004184 0.027210 0.032021 0.950000 0.471 0.1255 19.3246 17 0.002719 0.014577 0.061625 0.950000 -0.259 0.0691 25.4109 18 0.007936 0.005532 0.021963 0.950000 -0.689 0.1836 23.1367 20 0.006728 0.097055 0.000909 0.950000 0.656 0.2018 23.7298 33 0.015466 0.094781 0.007638 0.950000 1.334 0.4640 20.7581 35 0.015702 0.064303 0.000225 0.950000 -0.937 0.3259 20.7581 Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 4 of 8 Table: Steel Design 2-PMM Details-AISC-ASD01,Part 4 of 8 Frame Ft MMajDsgn ffbMajor FbMajor FeMajor CmMajor XKMajor Kiprn2 Kip-in Kipfin2 K ipAn2 KipIin2 1 30.0000 -11.415 3.0222 33.0000 5089.8958 0.850000 1.409863 2 30.0000 -11.415 3.0222 33.0000 3585.7417 0.850000 1.000000 'home Page 6 of 24 orthomodel 4-11-15.sdb SAP2000 v15.0.0 -License#2D730 15 April 2015 Table: Steel Design 2-PMM Details-AISC-ASDO1,Part 4 of 8 Frame Ft MMajDsgn ffbMajor FbMajor FeMajor CmMajor XKMajor 1GpAn2 Kp-in KpAn2 WpIln2 IGpM2 3 30.0000 -7.351 1.9462 33.0000 4053.7079 0.850000 1.477944 4 30.0000 -7.351 1.9462 33.0000 3585.7417 0.850000 1.000000 5 30.0000 -4.528 1.1988 33.0000 4053.7079 0.850000 1.477944 6 30.0000 -4.528 1.1988 33.0000 3585.7417 0.850000 1.000000 7 30.0000 3.864 1.0229 33.0000 4053.7079 0.850000 1.477944 8 30.0000 4.204 1.1131 33.0000 3585.7417 0.850000 1.000000 9 30.0000 4.204 1.1131 33.0000 4134.5318 0.850000 1.483817 10 30.0000 3.398 0.8997 33.0000 3585.7417 0.850000 1.000000 11 30.0000 -4.362 1.1549 33.0000 3975.3338 0.850000 1.472211 12 30.0000 -4.362 1.1549 33.0000 3585.7417 0.850000 1.000000 13 30.0000 -5.647 1.4951 33.0000 1410.8093 0.850000 2.505244 14 30.0000 -5.647 1.4951 33.0000 3585.7417 0.850000 1.000000 40 30.0000 -1.325 0.3508 33.0000 3585.7417 0.850000 1.000000 41 30.0000 -9.380 2.4834 33.0000 5089.8958 0.850000 1.409863 42 30.0000 -9.380 2.4834 33.0000 3585.7417 0.850000 1.000000 43 30.0000 -4.935 1.3064 33.0000 4053.7079 0.850000 1.477944 44 30.0000 -4.935 1.3064 33.0000 3585.7417 0.850000 1.000000 45 30.0000 2.592 0.6862 33.0000 4053.7079 0.850000 1.477944 46 30.0000 4.555 1.2059 33.0000 3585.7417 0.850000 1.000000 47 30.0000 4.555 1.2059 33.0000 4053.7079 0.850000 •11431944 48 30.0000 5.276 1.3970 33.0000 3585.7417 x.850000 1 50$000 ••• :• 49 30.0000 5.276 1.3970 33.0000 4134.5318 0 850000 •1.493++17 •• 6600.0 00 6 660066 50 30.0000 4.817 1.2754 33.0000 3585.7417 9.0000 1.000000 :0069:• 51 30.0000 4.817 1.2754 33.0000 3975.3338 0+8.5.0000 �.� X211 0••••0 52 30.0000 3.089 0.8179 33.0000 3585.7417 'D.V9980 •1 PRYOO 00 .. 53 30.0000 3.089 0.8179 33.0000 4053.7079 ,p9VpQQO .1-.477%44 ..:0.0 54 30.0000 15.706 4.1581 33.0000 4456.0286 91.0,00960 1.55flM 000900 55 30.0000 -11.330 2.9996 33.0000 3585.7417 916W.P990 1.0Q0000 •' 56 30.0000 11.330 2.9996 33.0000 4053.7079 :.00LOQO 1.47;c,,44 9 9 9 9:6 57 30.0000 -7.186 1.9024 33.0000 3585.7417 61.000000 :II.UII MO . 9 58 30.0000 -8.472 2.2430 33.0000 4053.7079 01.ODbOQO 3.47-4944 :00•': 59 30.0000 8.472 2.2430 33.0000 3585.7417 1.000000 4.050400 60 30.0000 -11.375 3.0116 33.0000 4053.7079 1.000000 1.477944 61 30.0000 11.375 3.0116 33.0000 3585.7417 1.000000 1.000000 62 30.0000 -12.821 3.3945 33.0000 4134.5318 1.000000 1.483817 63 30.0000 12.821 3.3945 33.0000 3585.7417 1.000000 1.000000 64 30.0000 -13.458 3.5631 33.0000 3975.3338 1.000000 1.472211 65 30.0000 13.458 3.5631 33.0000 3585.7417 1.000000 1.000000 66 30.0000 -12.637 3.3458 33.0000 4053.7079 1.000000 1.477944 67 30.0000 12.637 3.3458 33.0000 3585.7417 1.000000 1.000000 68 30.0000 -10.575 2.7999 33.0000 4053.7079 1.000000 1.477944 69 30.0000 10.575 2.7999 33.0000 3585.7417 1.000000 1.000000 70 30.0000 8.385 2.2201 33.0000 4134.5318 1.000000 1.483817 71 30.0000 -13.144 3.4799 33.0000 3585.7417 1.000000 1.000000 72 30.0000 13.144 3.4799 33.0000 3739.9671 1.000000 1.517829 73 30.0000 -23.751 6.2882 33.0000 2380.6570 1.000000 1.000000 74 30.0000 3.766 0.9971 33.0000 2601.7076 0.850000 1.971978 75 30.0000 -11.153 2.9527 33.0000 3585.7417 0.850000 1.000000 76 30.0000 5.700 1.5092 33.0000 4053.7079 0.850000 1.477944 77 30.0000 -5.700 1.5092 33.0000 3585.7417 0.850000 1.000000 78 30.0000 -1.537 0.4070 33.0000 4053.7079 0.850000 1.477944 79 30.0000 4.507 1.1932 33.0000 3585.7417 0.850000 1.000000 80 30.0000 -4.507 1.1932 33.0000 4053.7079 0.850000 1.477944 81 30.0000 6.235 1.6508 33.0000 3585.7417 0.850000 1.000000 home Page 7 of 24 oAhomodel 4-11-15.sdb SAP2000 v15.0.0 -License#2D730 15 April 2015 Table: Steel Design 2-PMM Details-AISC-ASDO1,Part 4 of 8 Frame Ft MMajDsgn ffbMajor FbMajor FeMajor CmMajor XKMajor Kip/in2 Kip-in IGpM2 Kiprin2 Kiplin2 82 30.0000 -6.235 1.6508 33.0000 4134.5318 0.850000 1.483817 83 30.0000 6.765 1.7911 33.0000 3585.7417 0.850000 1.000000 84 30.0000 -6.765 1.7911 33.0000 3975.3338 0.850000 1.472211 85 30.0000 5.970 1.5805 33.0000 3585.7417 0.850000 1.000000 86 30.0000 -5.970 1.5805 33.0000 4053.7079 0.850000 1.477944 87 30.0000 3.974 1.0522 33.0000 3585.7417 0.896187 1.000000 88 30.0000 -3.974 1.0522 33.0000 4053.7079 0.850000 1.477944 89 30.0000 1.135 0.3006 33.0000 3585.7417 0.850000 1.000000 90 30.0000 2.247 0.5950 33.0000 4134.5318 1.000000 1.483817 91 30.0000 -3.850 1.0193 33.0000 3585.7417 0.850000 1.000000 92 30.0000 6.765 1.7912 33.0000 3739.9671 1.000000 1.517829 93 30.0000 -10.454 2.7678 33.0000 2380.6570 0.851407 1.000000 19 30.0000 -4.501 1.1916 33.0000 234.6537 0.850000 1.000000 21 30.0000 -2.421 0.6410 33.0000 234.6537 1.000000 1.000000 23 30.0000 -12.462 3.2993 33.0000 234.6537 0.850000 1.000000 24 30.0000 -3.814 1.0098 33.0000 234.6537 0.850000 1.000000 25 30.0000 -5.301 1.4034 30.0000 234.6537 1.000000 1.000000 26 30.0000 -3.153 0.8348 33.0000 234.6537 1.000000 ➢.000000 15 30.0000 -0.623 0.1411 33.0000 35.9743 1.000000 1.372984 •�1 835654 16 30.0000 -3.963 0.8979 33.0000 24.2772 •1.000000 0 0.0 0•••*0 17 30.0000 -2.123 0.4811 33.0000 80.9422 •06860!:00 •1.372984 •• 18 30.0000 0.806 0.1825 33.0000 45.1391 9686 QgOO 0.1.831 f 54 .... • 20 30.0000 -12.097 3.2028 33.0000 234.6537 ..1.OV2900 1.200000 . 33 30.0000 3.279 2.8434 28.8212 34.9527 .1.04)9000 .t-940000 :*406: 35 30.0000 2.137 1.8533 28.8212 34.9527 '9XX00 '.1.Q MOO ..,.. Table: Steel Design 2 - PMM Details -AISC-ASD®1, Part 5 of 8 . . . . ...... Table: Steel Design 2-PMM Details-AISC-ASD01,Part 5 of 8 Frame XI-Major Cb MMInDsgn ffbMinor FbMinor %emi or -.roMor. ICp4n Kip/in2 Wptn2 Wp/ln2 '•.' : 1 1.000000 1.000000 0.412 0.1994 33.0000 2215.4154 0.978544 2 1.000000 1.000000 0.018 0.0085 33.0000 785.1845 0.850000 3 1.000000 1.000000 -0.387 0.1873 33.0000 1938.9249 0.975765 4 1.000000 1.000000 0.057 0.0275 33.0000 785.1845 0.850000 5 1.000000 1.000000 -0.362 0.1752 33.0000 1938.9249 0.974202 6 1.000000 1.000000 0.096 0.0465 33.0000 785.1845 0.884002 7 1.000000 1.000000 -0.362 0.1752 33.0000 1938.9249 0.972423 8 1.000000 1.000000 0.175 0.0844 33.0000 785.1845 0.910079 9 1.000000 1.000000 -0.337 0.1632 33.0000 1993.3316 0.970789 10 1.000000 1.000000 0.214 0.1034 33.0000 785.1845 0.926583 11 1.000000 1.000000 -0.227 0.1099 33.0000 1886.7157 0.999348 12 1.000000 1.000000 0.073 0.0354 33.0000 785.1845 0.996866 13 1.000000 1.000000 -0.262 0.1269 33.0000 1938.9249 0.965233 14 1.000000 1.000000 0.253 0.1224 33.0000 785.1845 0.946297 40 1.000000 1.000000 0.230 0.1114 33.0000 785.1845 0.945098 41 1.000000 1.000000 0.386 0.1868 33.0000 2215.4154 0.978625 42 1.000000 1.000000 0.010 0.0051 33.0000 785.1845 0.850000 43 1.000000 1.000000 =0.363 0.1756 33.0000 1938.9249 0.975862 44 1.000000 1.000000 0.047 0.0228 33.0000 785.1845 0.850000 45 1.000000 1.000000 -0.363 0.1756 33.0000 1938.9249 0.974312 46 1.000000 1.000000 0.120 0.0582 33.0000 785.1845 0.878260 47 1.000000 1.000000 -0.340 0.1643 33.0000 1938.9249 0.972549 home Page 8 of 24 ohhomodel 4-11-15.sdb SAP2000 v15.0.0-License#2D730 15 April 2015 Table: Steel Design 2-PMM Details-AISC-ASD01,Part 5 of 8 Frame XI-Major Cb MMinDsgn ffbMinor FbMinor FeMinor CmMinor Kip-in Kip/ln2 Kipfn2 Kip/in2 48 1.000000 1.000000 0.157 0.0759 33.0000 785.1845 0.906666 49 1.000000 1.000000 -0.316 0.1530 33.0000 1993.3316 0.970931 50 1.000000 1.000000 0.194 0.0936 33.0000 785.1845 0.924324 51 1.000000 1.000000 -0.293 0.1419 33.0000 1886.7157 0.967779 52 1.000000 1.000000 0.204 0.0986 33.0000 785.1845 0.936845 53 1.000000 1.000000 -0.242 0.1169 33.0000 1938.9249 0.966105 54 1.000000 1.000000 -0.629 0.3041 33.0000 364.8136 1.000000 55 1.000000 1.000000 -0.560 0.2707 33.0000 785.1845 1.000000 56 1.000000 1.000000 0.557 0.2694 33.0000 1938.9249 1.000000 57 1.000000 1.000000 -0.439 0.2124 33.0000 785.1845 1.000000 58 1.000000 1.000000 0.404 0.1953 33.0000 1938.9249 1.000000 59 1.000000 1.000000 -0.439 0.2124 33.0000 785.1845 1.000000 60 1.000000 1.000000 0.327 0.1582 33.0000 1938.9249 1.000000 61 1.000000 1.000000 -0.319 0.1541 33.0000 785.1845 1.000000 62 1.000000 1.000000 0.251 0.1216 33.0000 1993.3316 1.000000 63 1.000000 1.000000 -0.198 0.0959 33.0000 785.1845 1.000000 64 1.000000 1.000000 0.174 0.0840 33.0000 1886.7157 1.000000 65 1.000000 1.000000 -0.078 0.0376 33.0000 785.1845 1.000000 66 1.000000 1.000000 0.097 0.0470 33.0000 1938.9249 .1000000 67 1.000000 1.000000 0.043 0.0207 33.0000 0785.1845 0•1 gQ0000 00 0 0*0 68 1.000000 1.000000 0.020 0.0099 33.0000 9U46.9Z49 .1.9q%000 "• 69 1.000000 1.000000 0.163 0.0789 33.0000 .Z$yIV5 0.1.COc1000 •... 70 1.000000 1.000000 0.020 0.0099 33.0000 ;$y$416 1.Q00000 . . 71 1.000000 1.000000 0.404 0.1955 33.0000 Z&%,1845 .1.QQ0000 :0000: 72 1.000000 1.000000 -0.055 0.0267 33.000010QAIf57 '.1.QQdb00 ..... 73 1.000000 1.000000 0.552 0.2670 33.0000 •61'63422 ..1600WOO ••:•. 74 1.000000 1.000000 -0.884 0.4274 33.0000 •A.2125 0AVD71 •••••• 75 1.000000 1.000000 -0.374 0.1807 33.0000 6445M645 0.934102 • 76 1.000000 1.000000 0.172 0.0831 33.0000 q 939.9249 • 0.93,5780 ••••:• •0000• 77 1.000000 1.000000 -0.312 0.1509 33.0000 •785.9845 • 0.921104 • • 78 1.000000 1.000000 0.172 0.0831 33.0000 1938 A9 •0. 06871 79 1.000000 1.000000 -0.189 0.0914 33.0000 785.1845 0.9011720 80 1.000000 1.000000 0.133 0.0642 33.0000 1938.9249 0.881984 81 1.000000 1.000000 -0.127 0.0616 33.0000 785.1845 0.869706 82 1.000000 1.000000 0.094 0.0453 33.0000 1993.3316 0.850000 83 1.000000 1.000000 -0.066 0.0318 33.0000 785.1845 0.850000 84 1.000000 1.000000 0.055 0.0266 33.0000 1886.7157 0.850000 85 1.000000 1.000000 -4.307E-03 0.0021 33.0000 785.1845 0.850000 86 1.000000 1.000000 0.015 0.0074 33.0000 1938.9249 0.850000 87 1.000000 1.000000 0.057 0.0277 33.0000 785.1845 0.850000 88 1.000000 1.000000 -0.024 0.0116 33.0000 1938.9249 0.850000 89 1.000000 1.000000 0.052 0.0249 33.0000 785.1845 0.850000 90 1.000000 1.000000 -0.102 0.0492 33.0000 1993.3316 1.000000 91 1.000000 1.000000 0.162 0.0782 33.0000 785.1845 0.863706 92 1.000000 1.000000 -0.141 0.0684 33.0000 1886.7157 1.000000 93 1.000000 1.000000 0.229 0.1109 33.0000 521.3022 0.882053 19 1.000000 1.000000 -0.091 0.0440 33.0000 51.3831 0.850000 21 1.000000 1.000000 0.671 0.3243 33.0000 51.3831 1.000000 23 1.000000 1.000000 0.264 0.1275 33.0000 51.3831 0.850000 24 1.000000 1.000000 0.109 0.0528 33.0000 51.3831 0.850000 25 1.000000 1.000000 -0.024 0.0114 30.0000 51.3831 1.000000 26 1.000000 1.000000 0.482 0.2330 33.0000 .51.3831 1.000000 15 1.000000 1.000000 3.329 0.7541 33.0000 67.8146 1.000000 16 0.909047 1.000000 4.664 1.0567 33.0000 28.7376 1.000000 home Page 9 of 24 orthomodel 4-11-15.sdb SAP2000 v15.0.0 -License#2D730 15 April 2015 Table: Steel Design 2-PMM Details-AISC-ASD01,Part 5 of 8 Frame XI-Major Cb MMinDsgri ffbMinor FbMinor FeMlnor CmMinor Kip4n Kipin2 Kiprn2 Kiprn2 17 1.000000 1.000000 -8.977 2.0336 33.0000 152.5829 0.850000 18 1.000000 1.000000 -3.199 0.7248 33.0000 64.6595 0.850000 20 1.000000 1.000000 0.062 0.0300 33.0000 51.3831 1.000000 33 1.000000 1.000000 -0.380 0.2291 28.8212 72.7437 1.000000 35 1.000000 1.000000 -0.011 0.0065 28.8212 72.7437 0.850000 Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 6 of 8 Table: Steel Design 2-PMM Details-AISC-ASD01,Part 6 of 8 Frame XKMinor XLMinor , Fy E Length MajAxisAng RLLF- lGp/in2.... Kiptn2. in.- Degrees 1 1.000000 1.000000 50.000 29000.000 6.549 1.000000 2 1.000000 1.000000 50.000 29000.000 11.000 1.000000 3 1.000000 1.000000 50.000 29000.000 7.000 1.000000 4 1.000000 1.000000 50.000 29000.000 11.000 1.000000 5 1.000000 1.000000 50.000 29000.000 7.000 1.000000 6 1.000000 1.000000 50.000 29000.000 11.000 1.000000 7 1.000000 1.000000 50.000 29000.000 7.000 1.000000 8 1.000000 1.000000 50.000 29000.000 11.000 .*MO 000 9 1.000000 1.000000 50.000 29000.000 6.904 000 OM0000 • i 10 1.000000 1.000000 50.000 29000.000 11.000 0 1.000000 •• 000.00 06 1000000 11 1.000000 1.000000_ 50.000 29000.000 7.096 *00000 9 12 1.000000 1.000000 50.000 29000.000 11.000 0•0• 0 0000000 :0000: 13 1.000000 1.000000 50.000 29000.000 7.000 *0000 0 •M0.0000 ..:06 14 1.000000 1.000000 50.000 29000.000 11.000 000000 ..1.000900 .....8 40 1.000000 1.000000 50.000 29000.000 11.000 .. ..• 1.00,00.00 .... • 41 1.000000 1.000000 50.000 29000.000 6.549 1.0.00000 .' 42 1.000000 1.000000 50.000 29000.000 11.000 ; ' ; . 1.OV000 ....;. 43 1.000000 1.000000 50.000 29000.000 7.000 • • :'1:di OO . . 44 1.000000 1.000000 50.000 29000.000 11.000 •. .1.QW000 •i 45 1.000000 1.000000 50.000 29000.000 7.000 •1000300 46 1.000000 1.000000 50.000 29000.000 11.000 1.000000 47 1.000000 1.000000 50.000 29000.000 7.000 1.000000 48 1.000000 1.000000 50.000 29000.000 11.000 1.000000 49 1.000000 1.000000 50.000 29000.000 6.904 1.000000 50 1.000000 1.000000 50.000 29000.000 11.000 1.000000 51 1.000000 1.000000 50.000 29000.000 7.096 1.000000 52 1.000000 1.000000 50.000 29000.000 11.000 1.000000 53 1.000000 1.000000 50.000 29000.000 7.000 1.000000 54 2.464292 1.000000 50.000 29000.000 6.549 1.000000 55 1.000000 1.000000 50.000 29000.000 11.000 1.000000 56 1.000000 1.000000 50.000 29000.000 7.000 1.000000 57 1.000000 1.000000 50.000 29000.000 11.000 1.000000 58 1.000000 1.000000 50.000 29000.000 7.000 1.000000 59 1.000000 1.000000 50.000 29000.000 11.000 1.000000 60 1.000000 1.000000 50.000 29000.000 7.000 1.000000 61 1.000000 1.000000 50.000 29000.000 11.000 1.000000 62 1.000000 1.000000 50.000 29000.000 6.904 1.000000 63 1.000000 1.000000 50.000 29000.000 11.000 1.000000 64 1.000000 1.000000 50.000 29000.000 7.096 1.000000 65 1.000000 1.000000 50.000 29000.000 11.000 1.000000 66 1.000000 1.000000 50.000 29000.000 7.000 1.000000 67 1.000000 1.000000 50.000 29000.000 11.000 1.000000 home Page 10 of 24 orthomodel 4-11-15.sdb SAP2000 v15.0.0 - License#2D730 15 April 2015 Table: Steel Design 2-PMM Details-AISC-AS1301,Part 6 of 8 Frame XKMinor XLMinor Fy E Length MajAxisAng RLLF lQpAn2 Kip/ln2 in Degrees 68 1.000000 1.000000 50.000 29000.000 7.000 1.000000 69 1.000000 1.000000 50.000 29000.000 11.000 1.000000 70 1.000000 1.000000 50.000 29000.000 6.904 1.000000 71 1.000000 1.000000 50.000 29000.000 11.000 1.000000 72 1.000000 1.000000 50.000 29000.000 7.096 1.000000 73 1.000000 1.000000 50.000 29000.000 13.500 1.000000 74 2.870746 1.000000 50.000 29000.000 6.549 1.000000 75 1.000000 1.000000 50.000 29000.000 11.000 1.000000 76 1.000000 1.000000 50.000 29000.000 7.000 1.000000 77 1.000000 1.000000 50.000 29000.000 11.000 1.000000 78 1.000000 1.000000 50.000 29000.000 7.000 1.000000 79 1.000000 1.000000 50.000 29000.000 11.000 1.000000 80 1.000000 1.000000 50.000 29000.000 7.000 1.000000 81 1.000000 1.000000 50.000 29000.000 11.000 1.000000 82 1.000000 1.000000 50.000 29000.000 6.904 1.000000 83 1.000000 1.000000 50.000 29000.000 11.000 1.000000 84 1.000000 1.000000 50.000 29000.000 7.096 1.000000 85 1.000000 1.000000 50.000 29000.000 11.000 1.000000 86 1.000000 1.000000 50.000 29000.000 7.000 1.000000 87 1.000000 1.000000 50.000 29000.000 11.000 • • :000000 • 000000 88 1.000000 1.000000 50.000 29000.000 7.000 ••.• 0 :.800000 •• 89 1.000000 1.000000 50.000 29000.000 11.000 00•••• 0.1i600.000 .... 90 1.000000 1.000000 50.000 29000.000 6.904 .09:.. 1.Q00000 . . 91 1.000000 1.000000 50.000 29000.000 11.000 0 0.0 .'OQQ0000 V000: 92 1.000000 1.000000 50.000 29000.000 7.096 '90000 0 010Qwb00 0..0 93 1.000000 1.000000 50.000 29000.000 13.500 000000 0"OOC OOO 00000 ' 19 1.000000 1.000000 50.000 29000.000 43.000 00000 1.dQUO 21 1.000000 1.000000 50.000 29000.000 43.000 ••0 0•• 1.000000 •' 23 1.000000 1.000000 50.000 29000.000 43.000 : ' : 0 1.00,0000 0 0 0•:• 24 1.000000 1.000000 50.000 29000.000 43.000 • • :01Mar= • 0 25 1.000000 1.000000 50.000 29000.000 43.000 •1.600000 0 0 0 26 1.000000 1.000000 50.000 29000.000 43.000 �•'!006g00 15 1.000000 1.000000 50.000 29000.000 72.000 1.000000 16 1.536161 1.000000 50.000 29000.000 72.000 1.000000 17 1.000000 1.000000 50.000 29000.000 48.000 1.000000 18 1.536161 1.000000 50.000 29000.000 48.000 1.000000 20 1.000000 1.000000 50.000 29000.000 43.000 1.000000 33 1.000000 1.000000 50.000 29000.000 60.811 1.000000 35 1.000000 1.000000 50.000 29000.000 60.811 1.000000 Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 7 of 8 Table: Steel Design 2-PMM Details-AISC-AS1301,Part 7 of 8 Frame SectClass FramingType SeisZone OmegaO ErrMsg 1 Seismic Ordinary Moment 3.000000 No Messages Frame 2 Seismic Ordinary Moment 3.000000 No Messages Frame 3 Seismic Ordinary Moment 3.000000 No Messages Frame 4 Seismic Ordinary Moment 3.000000 No Messages Frame home Page 11 of 24 ofthomodel 4-11-15.sdb SAP2000 v15.0.0-License#2D730 15 April 2015 Table: Steel Design 2-PMM Details-AISC-ASD01,Part 7 of 8 Frame SectClass FramingType SelsZone OmegaO ErrMsg 5 Seismic Ordinary Moment 3.000000 No Messages Frame 6 Seismic Ordinary Moment 3.000000 No Messages Frame 7 Seismic Ordinary Moment 3.000000 No Messages Frame 8 Seismic Ordinary Moment 3.000000 No Messages Frame 9 Seismic Ordinary Moment 3.000000 No Messages Frame 10 Seismic Ordinary Moment 3.000000 No Messages Frame 11 Seismic Ordinary Moment 3.000000 No Messages Frame 12 Seismic Ordinary Moment 3.000000 No Messages Frame 13 Seismic Ordinary Moment 3.000000 No Messages Frame 14 Seismic Ordinary Moment 3.000000 No Messages Frame 40 Seismic Ordinary Moment 3.000000 No Mesj3LW Frame • • • • •••• •••••• 41 Seismic Ordinary Moment 3.000000 • •• ;No Mes§a%V, •• Frame ••• •• • • •••••• •••••• 42 Seismic Ordinary Moment 3.000000 •• No Messages Frame •••••• 43 Seismic Ordinary Moment 3.000000 • •No Messages• Frame •••• •••• ••�••• •••••• • ••••• 44 Seismic Ordinary Moment 3.000000 . •No Metgages•• Frame " •' 00 •��:� 45 Seismic Ordinary Moment 3.000000 ;••;•;NoMessag�s •. Frame • • • ••"" 46 Seismic Ordinary Moment 3.000000 •�No Messages • Frame •• • • ••• • • 47 Seismic Ordinary Moment 3.000000 No Mesvges Frame 48 Seismic Ordinary Moment 3.000000 No Messages Frame 49 Seismic Ordinary Moment 3.000000 No Messages Frame 50 Seismic Ordinary Moment 3.000000 No Messages Frame 51 Seismic Ordinary Moment 3.000000 No Messages Frame 52 Seismic Ordinary Moment 3.000000 No Messages Frame 53 Seismic Ordinary Moment 3.000000 No Messages Frame 54 Seismic Ordinary Moment 3.000000 No Messages Frame 55 Seismic Ordinary Moment 3.000000 No Messages Frame 56 Seismic Ordinary Moment 3.000000 No Messages Frame 57 Seismic Ordinary Moment 3.000000 No Messages Frame 58 Seismic Ordinary Moment 3.000000 No Messages Frame 59 Seismic Ordinary Moment 3.000000 No Messages Frame home Page 12 of 24 ofthomodel 4-11-15.sdb SAP2000 v15.0.0 - License#2D730 15 April 2015 Table: Steel Design 2-PMM Details-AISC-ASD01,Part 7 of 8 Frame SectClass FramingType SeisZone OmegaO ErrMsg 60 Seismic Ordinary Moment 3.000000 No Messages Frame 61 Seismic Ordinary Moment 3.000000 No Messages Frame 62 Seismic Ordinary Moment 3.000000 No Messages Frame 63 Seismic Ordinary Moment 3.000000 No Messages Frame 64 Seismic Ordinary Moment 3.000000 No Messages Frame 65 Seismic Ordinary Moment 3.000000 No Messages Frame 66 Seismic Ordinary Moment 3.000000 No Messages Frame 67 Seismic Ordinary Moment 3.000000 No Messages Frame 68 Seismic Ordinary Moment 3.000000 No Messages Frame 69 Seismic Ordinary Moment 3.000000 No Messages Frame 70 Seismic Ordinary Moment 3.000000 No Mes$;r,;es Frame '0000• 71 Seismic Ordinary Moment 3.000000 • •• :No Mespggs, • Frame • • • • 72 Seismic Ordinary Moment 3.000000 • No Messages Frame •••••• 73 Seismic Ordinary Moment 3.000000 .'***.No Messages• • Frame •••• A. ••�••• 74 Seismic Ordinary Moment 3.000000 ••• :No McWgps: •• • • Frame • 75 Seismic Ordinary Moment 3.000000 ;";';NoMessalas '• Frame • • • • •••••• 76 Seismic Ordinary Moment 3.000000 •�No Messages :Goo*: Frame •• • ••• • • 77 Seismic Ordinary Moment 3.000000 No Meshes: Frame 78 Seismic Ordinary Moment 3.000000 No Messages Frame 79 Seismic Ordinary Moment 3.000000 No Messages Frame 80 Seismic Ordinary Moment 3.000000 No Messages Frame 81 Seismic Ordinary Moment 3.000000 No Messages Frame 82 Seismic Ordinary Moment 3.000000 No Messages Frame 83 Seismic Ordinary Moment 3.000000 No Messages Frame 84 Seismic Ordinary Moment 3.000000 No Messages Frame 85 Seismic Ordinary Moment 3.000000 No Messages Frame 86 Seismic Ordinary Moment 3.000000 No Messages Frame 87 Seismic Ordinary Moment 3.000000 No Messages Frame 88 Seismic Ordinary Moment 3.000000 No Messages Frame 89 Seismic Ordinary Moment 3.000000 No Messages Frame home Page 13 of 24 orthomodel 4-11-15.sdb SAP2000 v15.0.0 -License#2D730 15 April 2015 Table: Steel Design 2-PMM Details-AISC-ASD01,Part 7 of 8 Frame SectClass FramingType SeisZone Omegal) ErrMsg 90 Seismic Ordinary Moment 3.000000 No Messages Frame 91 Seismic Ordinary Moment 3.000000 No Messages Frame 92 Seismic Ordinary Moment 3.000000 No Messages Frame 93 Seismic Ordinary Moment 3.000000 No Messages Frame 19 Seismic Ordinary Moment 3.000000 No Messages Frame 21 Seismic Ordinary Moment 3.000000 No Messages Frame 23 Seismic Ordinary Moment 3.000000 No Messages Frame 24 Seismic Ordinary Moment 3.000000 No Messages Frame 25 Seismic Ordinary Moment 3.000000 No Messages Frame 26 Seismic Ordinary Moment 3.000000 No Messages Frame 15 Seismic Ordinary Moment 3.000000 No Messages Frame •••• 16 Seismic Ordinary Moment 3.000000 •�No Messag • es •••• • Frame •• • • ••• • 17 Seismic Ordinary Moment 3.000000 ••••••No Mess es: ••••% Frame •••• ••• • • • 18 Seismic Ordinary Moment 3.000000 •••. No Messages :•• �: Frame 000000 ••0000 0000• 20 Seismic Ordinary Moment 3.000000 ......No McV"es. .•;•.' Frame • • •• •• •• 0000•• 33 Slender Ordinary Moment 3.000000 ••••�No Messagjs • Frame • • •• • • • • 0000•• 35 Slender Ordinary Moment 3.000000 No Mewrages• Frame • • • 0000•• •'• • Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 8 of 8 Table: Steel Design 2-PMM Details-AISC-ASD01,Part 8of8 Frame WamMsg 1 No Messages 2 No Messages 3 No Messages 4 No Messages 5 No Messages 6 No Messages 7 No Messages 8 No Messages 9 No Messages 10 No Messages 11 No Messages 12 No Messages 13 No Messages 14 No Messages 40 No Messages 41 No Messages home Page 14 of 24 orthomodel 4-11-15.sdb SAP2000 v15.0.0 - License#2D730 15 April 2015 Table: Steel Design 2-PMM Details-AISC-ASD01,Part 8of8 Frame WamMsg 42 No Messages 43 No Messages 44 No Messages 45 No Messages 46 No Messages 47 No Messages 48 No Messages 49 No Messages 50 No Messages 51 No Messages 52 No Messages 53 No Messages 54 No Messages 55 No Messages 56 No Messages 57 No Messages 58 No Messages 59 No Messages 60 No Messages 4,00000 61 No Messages ••• 0000 ••••�• 62 No Messages •• • •6 :0: •• 63 No Messages 000;0• 6• • •0006• 64 No Messages 606666 • ;•0.0; 65 No Messages 00000 .6••6 6••6 6 6 6 • 66 No Messages ••6• 0000 6•.•6• 66••6• •• • •666• 67 No Messages 6 • •• • 06 •• 66 0000•• 68 No Messages • •6666• • • 69 No Messages • • • •6•• • 70 No Messages 0000•+ 71 No Messages • • • 0000•• 72 No Messages • • • 73 No Messages 74 No Messages 75 No Messages 76 No Messages 77 No Messages 78 No Messages 79 No Messages 80 No Messages 81 No Messages 82 No Messages 83 No Messages 84 No Messages 85 No Messages 86 No Messages 87 No Messages 88 No Messages 89 No Messages 90 No Messages 91 No Messages 92 No Messages 93 No Messages 19 No Messages home Page 15 of 24 • orthomodel 4-11-15.sdb SAP2000 v15.0.0 - License#2D730 15 April 2015 Table: Steel Design 2-PMM Details-AISC-ASD01,Part 8 of 8 Frame WamMsg 21 No Messages 23 No Messages 24 No Messages 25 No Messages 26 No Messages 15 No Messages 16 No Messages 17 No Messages 18 No Messages 20 No Messages 33 No Messages 35 No Messages Table: Steel Design 3 - Shear Details - AISC-ASD01, Part 1 of 4 Table: Steel Design 3-Shear Details-AISC-ASD01,Part 1 of 4 Frame DesignSect DesignType Status VMajorCombo VMajorLoc VMajor M.• FGp 1 TUBE 5X2XO.25 Column No Messages COMB1 �'• 0.000"' 06"a • 2 TUBE 5X2XO.25 Beam No Messages COMB1 '• ' O.Q00;•; 1.042•• 3 TUBE 5X2XO.25 Column No Messages COMB1 "';" O.Off ' 0•M'•• 4 TUBE 5X2XO.25 Beam No Messages COMB1 '•"" 0.000 ' 0:?"..: 5 TUBE 5X2XO.25 Column No Messages COMB1 •�•��• 0.96e**. 0%73 • 6 TUBE 5X2XO.25 Beam No Messages COMB1 • 0.06d*• 0*811* • 7 TUBE 5X2XO.25 Column No Messages COMB1 ••: : o. M. : 0'9• * 8 TUBE 5X2XO.25 Beam No Messages COMB1 �• 0.000 0 7M* 9 TUBE 5X2XO.25 Column No Messages COMB1 :�•:�: 0.000 0.973 • 10 TUBE 5X2XO.25 Beam No Messages COMB1 • 04"•:9 0.5900 ?1 TUBE 5X2XO.25 Column No Messages COMB1 �00•• 0.0%0 000 069�••� 12 TUBE 5X2XO.25 Beam No Messages COMB1 0.00.O.• 0.478 13 TUBE 5X2XO.25 Column No Messages COMB1 0.000 0.973 14 TUBE 5X2XO.25 Beam No Messages COMB1 0.000 0.365 40 TUBE 5X2XO.25 Beam No Messages COMB2 0.000 0.187 41 TUBE 5X2XO.25 Column No Messages COMB1 0.000 0.617 42 TUBE 5X2XO.25 Beam No Messages COMB1 0.000 0.850 43 TUBE 5X2XO.25 Column No Messages COMB1 0.000 0.617 44 TUBE 5X2XO.25 Beam No Messages COMB1 0.000 0.737 45 TUBE 5X2XO.25 Column No Messages COMB1 0.000 0.617 46 TUBE 5X2XO.25 Beam No Messages COMB1 0.000 0.625 47 TUBE 5X2XO.25 Column No Messages COMB1 0.000 0.617 48 TUBE 5X2XO.25 Beam No Messages COMB1 0.000 0.512 49 TUBE 5X2XO.25 Column No Messages COMB1 0.000 0.617 50 TUBE 5X2XO.25 Beam No Messages COMB1 0.000 0.399 51 TUBE 5X2XO.25 Column No Messages COMB1 0.000 0.617 52 TUBE 5X2XO.25 Beam No Messages COMB1 0.000 0.286 53 TUBE 5X2XO.25 Column No Messages COMB1 7.000 0.617 54 TUBE 5X2XO.25 Column No Messages COMB1 0.000 2.237 55 TUBE 5X2XO.25 Beam No Messages COMB1 11.000 0.987 56 TUBE 5X2XO.25 Column No Messages COMB1 0.000 2.237 57 TUBE 5X2XO.25 Beam No Messages COMB1 11.000 1.100 58 TUBE 5X2XO.25 Column No Messages COMB1 0.000 2.237 59 TUBE 5X2XO.25 Beam No Messages COMB1 11.000 1.213 60 TUBE 5X2XO.25 Column No Messages COMB1 0.000 2.237 home Page 16 of 24 orthomodel 4-11-15.sdb SAP2000 v15.0.0 -License#2D730 15 April 2015 Table: Steel Design 3-Shear Details-AISC-ASD01,Part 1 of 4 i Frame DesignSect DesignType Status VMajorCombo VMajorLoc VMajor in.....,: Kip 61 TUBE 5X2XO.25 Beam No Messages COMBI 11.000 1.326 62 TUBE 5X2XO.25 Column No Messages COMB1 0.000 2.237 63 TUBE 5X2XO.25 Beam No Messages COMB1 11.000 1.438 64 TUBE 5X2XO.25 Column No Messages COMB1 0.000 2.237 65 TUBE 5X2XO.25 Beam No Messages COMB1 11.000 1.551 66 TUBE 5X2XO.25 Column No Messages COMBI 0.000 2.237 67 TUBE 5X2XO.25 Beam No Messages COMB1 11.000 1.664 68 TUBE 5X2XO.25 Column No Messages COMB1 0.000 2.237 69 TUBE 5X2XO.25 Beam No Messages COMB1 11.000 1.777 70 TUBE 5X2XO.25 Column No Messages COMB1 0.000 2.237 71 TUBE 5X2XO.25 Beam No Messages COMBI 11.000 1.890 72 TUBE 5X2XO.25 Column No Messages COMBI 0.000 2.237 73 TUBE 5X2XO.25 Beam No Messages COMB1 13.500 2.027 74 TUBE 5X2XO.25 Column No Messages COMBI 6.549 0.291 75 TUBE 5X2XO.25 Beam No Messages COMBI 0.000 0.824 76 TUBE 5X2XO.25 Column No Messages COMBI 0.000 0.432 77 TUBE 5X2XO.25 Beam No Messages COMBI 0.000 0.711 78 TUBE 5X2XO.25 Column No Messages COMBI 0.000 0.432 79 TUBE 5X2XO.25 Beam No Messages COMB1 0.000 0.598 80 TUBE 5X2XO.25 Column No Messages COMB1 0.000 0.432 81 TUBE 5X2XO.25 Beam No Messages COMB1 0.09Q.. 0.485 82 TUBE 5X2XO.25 Column No Messages COMBI • • O.5QQ..' O.W... 83 TUBE 5X2XO.25 Beam No Messages COMBI '..' ; O.OQO... 0.373.' 84 TUBE 5X2XO.25 Column No Messages COMB1 ...... 0.590,' ; O6W.:. B5 TUBE 5X2XO.25 Beam No Messages COMB1 •.•:.• 0.000. 0.260 • 86 TUBE 5X2XO.25 Column No Messages COMB1 .•.. O.OGU.. 0MI••: 87 TUBE 5X2XO.25 Beam No Messages COMBI �.... O.8GU.0 O.'1. O• 88 TUBE 5X2XO.25 Column No Messages COMBI *ease* O.OGf) . W&..* • 89 TUBE 5X2XO.25 Beam No Messages COMB2 ****so 11.000 •: 001El00•• 90 TUBE 5X2XO.25 Column No Messages COMBI *see** 0.000 • 0.4329 91 TUBE 5X2XO.25 Beam No Messages COMB2 • 11.Q0 • O!X6••- 92 TUBE 5X2XO.25 Column No Messages COMBI a•s 0.000 0604s3j.0 93 TUBE 5X2XO.25 Beam No Messages COMB2 •• • 13. 00 ;•; 0353 • 19 TUBE 5X2XO.25 Beam No Messages COMB3 0.0" ' 0.156 21 TUBE 5X2XO.25 Beam No Messages COMB2 0.000 0.091 23 TUBE 5X2XO.25 Beam No Messages COMBI 0.000 0.461 24 TUBE 5X2XO.25 Beam No Messages COMBI 0.000 0.313 25 TUBE 5X2XO.25 Beam No Messages COMBI 43.000 0.246 26 TUBE 5X2XO.25 Beam No Messages COMB1 0.000 0.272 15 STEEL TUBE Column No Messages COM61 0.000 0.019 16 STEEL TUBE Column No Messages COMBI 0.000 0.242 17 STEEL TUBE Column No Messages COMBI 0.000 0.085 18 STEEL TUBE Column No Messages COMB3 0.000 0.036 20 TUBE 5X2XO.25 Beam No Messages COMB1 0.000 0.345 33 double angle Beam No Messages COMB1 0.000 0.078 35 double angle Beam No Messages COMB3 60.811 0.043 Table: Steel Design 3 - Shear Details -AISC-ASDO1, Part 2 of 4 Table: Steel Design 3-Shear Details-AISC-ASD01,Part 2 of 4 Frame VMajorRatio ffvMajor FvMajor TMajor VMinorCombo VMinorLoc VIVlinor KipM2 KipM2 Kip-in in Kip 1 0.019456 0.3891 20.0000 0.000 COMB1 0.000 3.568E-03 home Page 17 of 24 • orthomodel 4-11-15.sdb SAP2000 v15.0.0 -License#2D730 15 April 2015 Table: Steel Design 3-Shear Details-AISC-ASD01,Part 2.of 4 Frame VMajorRatio ffvMajor FvMajor TMajor VMinorCombo VMinorLoc Minor Wp/in2 WpAn2 lQp4n in Kip 2 0.020835 0.4167 20.0000 0.000 COMB1 0.000 3.568E-03 3 0.019456 0.3891 20.0000 0.000 COMB1 0.000 3.568E-03 4 0.018578 0.3716 20.0000 0.000 COMB1 0.000 3.568E-03 5 0.019456 0.3891 20.0000 0.000 COMB1 0.000 3.568E-03 6 0.016321 0.3264 20.0000 0.000 COMB1 0.000 3.568E-03 7 0.019456 0.3891 20.0000 0.000 COMB1 0.000 3.568E-03 8 0.014064 0.2813 20.0000 0.000 COMB1 0.000 3.568E-03 9 0.019456 0.3891 20.0000 0.000 COMB1 0.000 3.568E-03 10 0.011809 0.2362 20.0000 0.000 COMB1 0.000 3.568E-03 11 0.019456 0.3891 20.0000 0.000 COMM 0.000 3.568E-03 12 0.009551 0.1910 20.0000 0.000 COMB1 0.000 3.568E-03 13 0.019456 0.3891 20.0000 0.000 COMB1 0.000 3.568E-03 14 0.007294 0.1459 20.0000 0.000 COMB1 0.000 3.568E-03 40 0.003737 0.0747 20.0000 0.000 COMB1 0.000 3.330E-03 41 0.012349 0.2470 20.0000 0.000 COMB1 0.000 3.330E-03 42 0.017005 0.3401 20.0000 0.000 COMB1 0.000 3.330E-03 43 0.012349 0.2470 20.0000 0.000 COMB1 0.000 3.330E-03 44 0.014748 0.2950 20.0000 0.000 COMB1 0.000 3.330E-03 45 0.012349 0.2470 20.0000 0.000 COMB1 0.000 3.330E-03 46 0.012492 0.2498 20.0000 0.000 COMB1 0.000 3.330E-03 47 0.012349 0.2470 20.0000 0.000 COMB1 0.000 3.330E-03 48 0.010235 0.2047 20.0000 0.000 COMB1 MOW •••3.330E-03 49 0.012349 0.2470 20.0000 0.000 COMM • ••• 0.000•• 3.330e-89*:* 50 0.007980 0.1596 20.0000 0.000 COMB1 0.000 • •3.330E-03 • 51 0.012349 0.2470 20.0000 0.000 COMB1 ••• •• 0.000 • 3.33OV031 03 0 52 0.005721 0.1144 20.0000 0.000 COMB1 0000 0.0090 0 0 3.330EP+ I•• 53 0.012349 0.2470 20.0000 0.000 COMB1 00000• O.00Q.0.•3.330%,Ql.. 54 0.044736 0.8947 20.0000 0.000 COMB1 000009 6..,4.9. . 0.p12..0 55 0.019741 0.3948 20.0000 0.000 COMB1 000000 0.000 •.; 0.111... 56 0.044736 0.8947 20.0000 0.000 COMB1 ••0000 0.000 0 0.0110. 57 0.021997 0.4399 20.0000 0.000 COMB1 : 0 : O.Or70 . 0,111.;. 58 0.044736 0.8947 20.0000 0.000 COMB1 • . 0.(:Ot*0 0 0 0,111 0 59 0.024254 0.4851 20.0000 0.000 COMB1 ••• : 0.00.7 ... OZI T 0 0: 60 0.044736 0.8947 20.0000 0.000 COMB1 0A00•• : 0.011 61 0.026511 0.5302 20.0000 0.000 COMB1 0.000 0.011 62 0.044736 0.8947 20.0000 0.000 COMB1 0.000 0.011 63 0.028766 0.5753 20.0000 0.000 COMB1 0.000 0.011 64 0.044736 0.8947 20.0000 0.000 COMB1 0.000 0.011 65 0.031024 0.6205 20.0000 0.000 COMB1 0.000 0.011 66 0.044736 0.8947 20.0000 0.000 COMB1 0.000 0.011 67 0.033281 0.6656 20.0000 0.000 COMB1 0.000 0.011 68 0.044736 0.8947 20.0000 0.000 COMB1 0.000 0.011 69 0.035538 0.7108 20.0000 0.000 COMB1 0.000 0.011 70 0.044736 0.8947 20.0000 0.000 COMB1 0.000 0.011 71 0.037793 0.7559 20.0000 0.000 COMB1 0.000 0.011 72 0.044736 0.8947 20.0000 0.000 COMB1 0.000 0.011 73 0.040535 0.8107 20.0000 0.000 COMB1 0.000 0.011 74 0.005816 0.1163 20.0000 0.000 COMB1 6.549 0.039 75 0.016480 0.3296 20.0000 0.000 COMB1 0.000 5.594E-03 76 0.008648 0.1730 20.0000 0.000 COMB1 0.000 5.594E-03 77 0.014223 0.2845 20.0000 0.000 COMB1 0.000 5.594E-03 78 0.008648 0.1730 20.0000 0.000 COMB1 0.000 5.594E-03 79 0.011966 0.2393 20.0000 0.000 COMB1 0.000 5.594E-03 80 0.008648 0.1730 20.0000 0.000 COMB1 0.000 5.594E-03 home Page 18 of 24 orthomodel 4-11-15.sdb SAP2000 v15.0.0 -License#2D730 15 April 2015 Table: Steel Design 3-Shear Details-AISC-ASD01,Part 2 of 4 Frame VMajorRatio ffvMajor FvMajor TMajor VMlnorCombo VMinorLoc VMinor Kip/in2 Wpfin2 ICip-in in Kip 81 0.009710 0.1942 20.0000 0.000 COMB1 0.000 5.594E-03 82 0.008648 0.1730 20.0000 0.000 COMB1 0.000 5.594E-03 83 0.007455 0.1491 20.0000 0.000 COMB1 0.000 5.594E-03 84 0.008648 0.1730 20.0000 0.000 COMB1 0.000 5.594E-03 85 0.005196 0.1039 20.0000 0.000 COMB1 0.000 5.594E-03 86 0.008648 0.1730 20.0000 0.000 COMB1 0.000 5.594E-03 87 0.002939 0.0588 20.0000 0.000 COMB1 0.000 5.594E-03 88 0.008648 0.1730 20.0000 0.000 COMB1 0.000 5.594E-03 89 0.002062 0.0412 20.0000 0.000 COMB1 0.000 5.594E-03 90 0.008648 0.1730 20.0000 0.000 COMB1 0.000 5.594E-03 91 0.004317 0.0863 20.0000 0.000 COMB1 0.000 5.594E-03 92 0.008648 0.1730 20.0000 0.000 COMB1 0.000 5.594E-03 93 0.007059 0.1412 20.0000 0.000 COMB1 0.000 5.594E-03 19 0.003127 0.0625 20,0000 0.000 COMB1 0.000 5.883E-03 21 0.001821 0.0364 20.0000 0.000 COMB1 0.000 0.032 23 0.009213 0.1843 20.0000 0.000 COMB1 0.000 4.517E-03 24 0.006252 0.1250 20.0000 0.000 COMB1 0.000 3.644E-03 25 0.004918 0.0984 20.0000 0.000 COMB1 0.000 5.806E-03 26 0.005440 0.1088 20.0000 0.000 COMB1 0.000 0.020 15 0.000470 0.0094 20.0000 0.000 COMB1 0.000 0.061 16 0.006048 0.1210 20.0000 0.000 COMB1 36.08 • 0.131 17 0.002128 0.0426 20.0000 0.000 COMB1 0.%Q ..• 0,%, 18 0.000911 0.0182 20.0000 0.000 COMB1 •• • ; 0.000... 0.088.-20 0.006909 0.1382 20.0000 0.000 COMB1 ...... O.GQ(1• ; 7.681�j0.4.:. 33 0.002602 0.0520 20.0000 0.000 COMB1 ...;.. 60.811 . 8.0385-03 35 0.001448 0.0290 20.0000 0.000 COMB1 0000 60.81'6.. 8.200e-b9••; 0000 0000 sees. 0000•• 000 • 00.00 Table: Steel Design 3 - Shear Details -AISC-A5D01, Part 3 of 4 •'e "•so 0000.. Table: Steel Design 3-Shear Details-AISC-ASD01,Part 3 of 4 : ' : • • e e e•:e Frame VMinorRatio ffvMinor FvMinor TlUinor SRLimit • PJ-LF . 2rxmingTyp% • WpIn2 Kiprn2 Klp n • • •e•10- ie•ee� 1 0.000178 0.0036 20.0000 0.000 0.950000 1.000000rdinaiy+moment Frame 2 0.000178 0.0036 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 3 0.000178 0.0036 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 4 0.000178 0.0036 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 5 0.000178 0.0036 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 6 0.000178 0.0036 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 7 0.000178 0.0036 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 8 0.000178 0.0036 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 9 0.000178 0.0036 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 10 0.000178 0.0036 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 11 0.000178 0.0036 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 12 0.000178 0.0036 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame home Page 19 of 24 orlhomodel 4-11-15.sdb SAP2000 v15.0.0-License#2D730 15 April 2015 Table: Steel Design 3-Shear Details-AISC-ASD01,Part 3 of 4 Frame VMlnorRatio ffvMinor FvMlnor TMlnor SRLimlt RLLF FramingType IGp/ln2 ICGp/in2 l(ip-in 13 0.000178 0.0036 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 14 0.000178 0.0036 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 40 0.000167 0.0033 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 41 0.000167 0.0033 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 42 0.000167 0.0033 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 43 0.000167 0.0033 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 44 0.000167 0.0033 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 45 0.000167 0.0033 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 46 0.000167 0.0033 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 47 0.000167 0.0033 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 48 0.000167 0.0033 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 49 0.000167 0.0033 20.0000 0.000 0.950000 1.000000 Ordinary Moment 'Pr 50 0.000167 0.0033 20.0000 0.000 0.950000 :1.006000 Ordinary MomenI-•:• •. • •e :Ri�me '. 51 0.000167 0.0033 20.0000 0.000 0.950000 •�.bV000 draina?'y Mom2Mt•••• 000.00 *Frame • • 0000•• 52 0.000167 0.0033 20.0000 0.000 0.950000 e t W400 P18MBW Moment • 0000 •••Frame *sees 53 0.000167 0.0033 20.0000 0.000 0.950000 •t pG�8P 4£fitlipaPeV Moment*e e• •• .• Wpame •s•••• 54 0.000548 0.0110 20.0000 0.000 0.950000 •f�A8000 OrdAaryMoment so • • Frame ....:. 55 0.000548 0.0110 20.0000 0.000 0.950000 01.009000 UAMM Moment 0 • • me •0000• 56 0.000548 0.0110 20.0000 0.000 0.950000 1.000000 I'ArGiTiaCi Moment Frame 57 0.000548 0.0110 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 58 0.000548 0.0110 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 59 0.000548 0.0110 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 60 0.000548 0.0110 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 61 0.000548 0.0110 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 62 0.000548 0.0110 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 63 0.000548 0.0110 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 64 0.000548 0.0110 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 65 0.000548 0.0110 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 66 0.000548 0.0110 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 67 0.000548 0.0110 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame home Page 20 of 24 orlhomodel 4-11-15.sdb SAP2000 v15.0.0 -License#2D730 15 April 2015 Table: Steel Design 3-Shear Details-AISC-ASD01,Part 3 of 4 Frame VMInorRatio ffvMinor FvMinor TMinor SRLlmlt RLLF FramingType 1,Upfin2 KipAn2 lGp4n 68 0.000548 0.0110 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 69 0.000548 0.0110 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 70 0.000548 0.0110 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 71 0.000548 0.0110 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 72 0.000548 0.0110 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 73 0.000548 0.0110 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 74 0.001932 0.0386 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 75 0.000280 0.0056 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 76 0.000280 0.0056 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 77 0.000280 0.0056 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 78 0.000280 0.0056 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 79 0.000280 0.0056 20.0000 0.000 0.950000 1.000000 O inary Moment • Name 0 .0000• 80 0.000280 0.0056 20.0000 0.000 0.950000 :1.0@6000 Or0dinaM oment t • .• • • • • 0me • 81 0.000280 0.0056 20.0000 0.000 0.950000 0;.afV0;0 OrAnary Momehf 0000•0 •Frame • • 0000•• 82 0.000280 0.0056 20.0000 0.000 0.950000 •'�.i10dQp0 pTAIRETIrg Momefit 0 .... ..•Nrame 00.00 83 0.000280 0.0056 20.0000 0.000 0.950000 '?.Q8CTO t3 dNgar:Moment000 0• •• Fame 0.0.0• 84 0.000280 0.0056 20.0000 0.000 0.950000 t.6 0000 Ordi+iaryMoment •� • e game ....•• 000.0•• 85 0.000280 0.0056 20.0000 0.000 0.950000 1.00Ci X00 Oroinary Mome�a� .. 0 . .F"me . 0 86 0.000280 0.0056 20.0000 0.000 0.950000 1.000000 4,41ary Moment Frame 87 0.000280 0.0056 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 88 0.000280 0.0056 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 89 0.000280 0.0056 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 90 0.000280 0.0056 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 91 0.000280 0.0056 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 92 0.000280 0.0056 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 93 0.000280 0.0056 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 19 0.000294 0.0059 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 21 0.001605 0.0321 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 23 0.000226 0.0045 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 24 0.000182 0.0036 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame home Page 21 of 24 • orthomodel 4-11-15.sdb SAP2000 v15.0.0 - License#2D730 15 April 2015 Table: Steel Design 3-Shear Details-AISC-ASD01,Part 3 of 4 Frame VMinorRatio ffvMinor FvMinor TMinor SRLimit RLLF FramingType lGp/in2 KipIin2 Kip-in 25 0.000290 0.0058 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 26 0.001012 0.0202 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 15 0.001523 0.0305 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 16 0.003278 0.0656 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 17 0.007576 0.1515 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 18 0.002189 0.0438 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 20 0.000000 7.681 E-04 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 33 0.000268 0.0054 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame 35 0.000273 0.0055 20.0000 0.000 0.950000 1.000000 Ordinary Moment Frame Table: Steel Design 3 - Shear Details -AISC-ASD01, Part 4 of 4 Table: Steel Design 3-Shear Details-AISC-ASD01,Part 4 of 4 •••• Frame ErrMsg WamMsg - •••• •••• • •• • • ••• • • • • 1 No Messages No Messages •••�•• •• • 9060: • 2 No Messages No Messages 000000 • • • 3 No Messages No Messages *00900 "•• ' ' 4 No Messages No Messages "•• " 5 No Messages No Messages ":": "'. ; 0:0000 6 No Messages No Messages " " " *0000:07 No Messages No Messages :":': .00 �• 8 No Messages No Messages • • :•••:• '• "� 9 No Messages No Messages : . . 0 000000 10 No Messages No Messages •� •' :•: • 11 No Messages No Messages 12 No Messages No Messages 13 No Messages No Messages 14 No Messages No Messages 40 No Messages No Messages 41 No Messages No Messages 42 No Messages No Messages 43 No Messages No Messages 44 No Messages No Messages 45 No Messages No Messages 46 No Messages No Messages 47 No Messages No Messages 48 No Messages No Messages 49 No Messages No Messages 50 No Messages No Messages 51 No Messages No Messages 52 No Messages No Messages 53 No Messages No Messages 54 No Messages No Messages 55 No Messages No Messages 56 No Messages No Messages home Page 22 of 24 ohhomodel 4-11-15.sdb SAP2000 v15.0.0- License#2D730 15 April 2015 Table: Steel Design 3-Shear Details-AISC-ASD01,Part 4 of 4 Frame ErrMsg Wammsg 57 No Messages No Messages 58 No Messages No Messages 59 No Messages No Messages 60 No Messages No Messages 61 No Messages No Messages 62 No Messages No Messages 63 No Messages No Messages 64 No Messages No Messages 65 No Messages No Messages 66 No Messages No Messages 67 No Messages No Messages 68 No Messages No Messages 69 No Messages No Messages 70 No Messages No Messages 71 No Messages No Messages 72 No Messages No Messages 73 No Messages No Messages 74 No Messages No Messages 75 No Messages No Messages 76 No Messages No Messages 77 No Messages No Messages ••• 78 No Messages No Messages 79 No Messages No Messages '•.' ; . V: .' 80 No Messages No Messages •••••• '••' : ••••:• 81 No Messages No Messages •••:•• • • • 82 No Messages No Messages .••. •.•. . • 83 No Messages No Messages �••••� �••••� ••••• 84 No Messages No Messages •••••• ••• • ••:••• 85 No Messages No Messages •• •• •• ego*••••• 86 No Messages No Messages •••••• • •• 87 No Messages No Messages • • • • •••••• 88 No Messages No Messages • • 89 No Messages No Messages " • • ;•; • 90 No Messages No Messages 91 No Messages No Messages 92 No Messages No Messages 93 No Messages No Messages 19 No Messages No Messages 21 No Messages No Messages 23 No Messages No Messages 24 No Messages No Messages 25 No Messages No Messages 26 No Messages No Messages 15 No Messages No Messages 16 No Messages No Messages 17 No Messages No Messages 18 No Messages No Messages 20 No Messages No Messages 33 No Messages No Messages 35 No Messages No Messages home Page 23 of 24 ofthomodel 4-11-15.sdb SAP2000 v15.0.0 -License#2D730 15 April 2015 Table: Steel Design 7 - Beam Shear Forces - AISC-ASD01 Table: Steel Design 7-Beam Shear Forces-AISC-ASD01 Frame DesignSect ComboLeft VMaj7orLeft ComboRight VMajorRight Kip 2 TUBE 5X2X0.25 COMB1 -1.042 COMB1 -0.935 4 TUBE 5X2X0.25 COM61 -0.929 COMB1 -0.823 6 TUBE 5X2X0.25 COMB1 -0.816 COMB1 -0.710 8 TUBE 5X2X0.25 COMB1 -0.703 COMB1 -0.597 10 TUBE 5X2X0.25 COMB1 -0.590 COMB1 -0.484 12 TUBE 5X2X0.25 COMB1 -0.478 COMB1 -0.371 14 TUBE 5X2X0.25 COMB1 -0.365 COMB1 -0.258 40 TUBE 5X2X0.25 COMB2 -0.187 COMB2 -0.094 42 TUBE 5X2X0.25 COMB1 -0.850 COMB1 -0.744 44 TUBE 5X2X0.25 COMB1 -0.737 COMB1 -0.631 46 TUBE 5X2X0.25 COMB1 -0.625 COMB1 -0.518 48 TUBE 5X2X0.25 COMB1 -0.512 COMB1 -0.405 50 TUBE 5X2X0.25 COMB1 -0.399 COMB1 -0.293 52 TUBE 5X2X0.25 COMB1 -0.286 COMB2 -0.193 55 TUBE 5X2X0.25 COMB1 0.881 COMB1 0.987 57 TUBE 5X2X0.25 COMB1 0.993 COMB1 1.100 59 TUBE 5X2X0.25 COMB1 1.106 COMB1 1.213 61 TUBE 5X2X0.25 COMB1 1.219 COMB1 1.326 63 TUBE 5X2X0.25 COMB1 1.332 COMB1 1.438 65 TUBE 5X2X0.25 COMB1 1.445 COMB1 67 TUBE 5X2X0.25 COMB1 1.558 COMB1 ; .', 1.66'x•"• "";' 69 TUBE 5X2X0.25 COMB1 1.671 COMB1 " ' 1.7.7'/ V: '. 71 TUBE 5X2X0.25 COMB1 1.783 COMB1 0:0* 1.89'J' ' """ 73 TUBE 5X2X0.25 COMB1 1.896 COMB1 '..002.027 :•••• 75 TUBE 5X2X0.25 COMB1 -0.824 COMB1 •••••. -0.7.1%•• • • 0008 •. 0000• 77 TUBE 5X2X0.25 COMB1 -0.711 COMB1 -0.60%• 0000•• ..• • 0000• 79 TUBE 5X2X0.25 COMB1 -0.598 COMB1 ••• -0.492 • •••• 81 TUBE 5X2X0.25 COMB1 -0.485 COMB1 00000 0 -0.379 • •• 83 TUBE 5X2X0.25 COMB1 -0.373 COMB1 0 • -0.20 6 • • • • 85 TUBE 5X2X0.25 COMB1 -0.260 COMB1 • • -0. •••• • 87 TUBE 5X2X0.25 COMB1 -0.147 COMB3 •••• : -0.08f ... "i •••• 89 TUBE 5X2X0.25 COMB3 -0.079 COMB2 0. ' 0 91 TUBE 5X2X0.25 COMB2 0.109 COMB2 0.216 93 TUBE 5X2X0.25 COMB2 0.222 COMB2 0.353 19 TUBE 5X2X0.25 COMB3 -0.156 COMB3 -0.117 21 TUBE 5X2X0.25 COMB2 -0.091 COMB2 -0.051 23 TUBE 5X2X0.25 COMB1 -0.461 COMM -0.074 24 TUBE 5X2X0.25 COMB1 -0.313 COMB1 0.103 25 TUBE 5X2X0.25 COMB1 -0.170 COMB1 0.246 26 TUBE 5X2X0.25 COMB1 -0.272 COMB1 0.144 20 TUBE 5X2X0.25 COMB1 -0.345 COMB1 -0.306 33 double angle COMB1 0.078 COMB1 0.028 35 double angle COMB2 0.014 COMB3 -0.043 home Page 24 of 24 SAP 2 O O O 4/16/15 9:22:57` 94 93 95 17 74 73 75 18 � 92 72 71_ 3 9B 89 � k � 7® 69 I BB B7 9 I 68 67 9 86 85 ff J 8 ab 5 66 6S 7 9l Ja2 6 6' 6 L 79 61 3 9 6 r S`7 7 ,-15 7 5 S1 7 7 / 5 41 N 40 54 52 / qb 46 � 43 Q I4 v�5 A19 n 0 6 6 4 9 A ``�� •• •f• • • • • •• _ •• •j •• • • • •• ••f • f•• • ••• • ••• • • • • ••• • • SAP2000 05.0.0 -File:orthomodel 4-11-15-3-D View-Kip, in, units • • ••• • • SAP 2 0 0 0 4/15/15 23:24:02 s " 3 is CII 3 illi I I 9 9 5 � 3 5 � 3 00 00 9 I 7 9 / / I •• ••• •• • • • •• • • • • • • • • • • •• • • • • • • •• • • ••• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • SAP2000 v15.0.0- File:orthomodel 4-11-15- Frame Span i-oacfs Pt-ADf(As•Del ecf)-Ib;ft, F Units SAP 2 0 0 0 4/15/15 23:24:28' 175 a 1.1 I 1 I 9 9 I 5 i I 3 5 I 1 3 9 I 7 9 e � , / 3 19 •• ••• •• • • • •• • ••• • • • • • • • • • 000 • • • • • • • • • • •• • • • • • • •• • • ••• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • SAP2000 v15.0.0 -File:orthomodel 4-11-15-Frame Span LodV(L•IVEr(Al Defmd)-Iib, ft, F Units SAP 2 0 ® ® 4/15/15 23:25:20 .7 5 is 0 1 3 rl' 1 I 3 I I 9 9 5 ) 3 5 I 3 9 I 7 9 7 �.. \ 7 \ <I i S4 i 52 so °a ' \ 14 c II® I � 8 6 0. •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • ••• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • - --._►t�}fir--r--.-�.--_tC- _ - -- SAP2000 05.0.0- File:orthomodel 4-11-15- Frame Span LOddS•(IJEA1!l)iAstS�rted)'Ib,ft, F Urilt,s SAP2000 411511523:25:56 ' 5 17 I 9 9 5 � 3 5 I 3 9 I I 9 7 i 4 7 I 54 00 0 11 00• .. . of *00 00• . • . . . . • •• . . •. . 000 000 . . • • o • • • • • •• • • • • • • •• • • o•• • • • • ••• • • SAP2000 v15.0.0 -File:orthomodel 4-11-15-Frame Span Loddl(I_IVEts Dif4nid)-;),ft, F Units SAP 2 0 0 0 4/15/15 23:27:57' 9/ � 17 6r ]4 75 18 � 9 7e�1 9 ] 69 5 7 eg� J�'82 � 6 9 7 7 9 5 1 / 7 i � I 41 54,/� 52 hhYY se 46 �� 43 m %0 goo C • • •• • • • • • • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • ••• • ••• • ••• • ••• • • • • ••• • • SAP2000 v15.0.0- File:orthomodel 4-11-15-Joint Loads (CCTIG6'E!�I. L{'9E�(A& fie i�ecr•-Kip, in, F Units SAP 2 0 0 0 4/15/15 23:23:091, 0 0.10 yr 3 .02 1. ,733 � n r• 88 9 70 � 06J, F68�9 T g��5 �6�� Ra i Ir 9 6— �- 7 � 6 7 rl5b� 9 \\� ^ 41 / \\ 48 ' .� fl6i 10 8 / m9 •• ••• • • • • • •• 0 'meg • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • ••• • • • • 0:0•• • • • • • • • • • •—O—• _ SAP2000 vl5.0.0-File:orthomodel 4-11-15- Joint Reactions M�1) •Ki�•,a�, rum.'s SAP 2 O O O 4/15/15 22:52:39{ 17t BxtM 76 18 � sxt � ii�ll �sxzxB7w�q tM5X2x0S�s , sxzxB.� t��yxzxe� sxzxe.� gs7 6� �t yxZ�•26 t1i6�5%�x0•�' �48 y17',•2S N Sx2%0. X83 Ap,.12y SxZxB pp l gBl jx2x�Zy �SxZxO• g79 �78 Sx7'�Zy �sl � �68 Sx2xSbZS ��yxixBx�'` m 59 ms7 yxzxe.zs � r�F J �s6 Syyxazs 1ke�J 39 Y �42 Sx2X�.2S ^�Sg �F a°'a¢ ;yUBf. �sl SxtiO� 16 9 ,Sid site 2 4 d S J$'rB �.1Y.N 1S l 3 •2J tVg( R %EY 40 •• ••• • • • • • •• • •• • • • • ••• • • • ••• • • • • • • • • • • • • • •• • • • • • • •• • • ••• • ••• • ••• • 0.00 0.50 ... . 4.7A . 0.90 1.00 SAP2000 05.0.0 -File:orthomodel 4-11-15-Steel Design Selfftl (AISC*-OASM)*.KiV, in, F Units • "WELDGRP.xls" Program Version 2.3 ECCENTRIC LOADS ON VERTICAL PARALLEL WELD GROUPS Based on the Instantaneous Center of Rotation Method and Alternate Method 2 Using Table XIX from AISC 9th'Ed. Manual ASD -page 475 Job Name: STAIR I Subject: 1CONNECTION C TO ST 4X4 Job Number:1 Originator: Checker: Pv Input Data: aL 1��1 A I Vertical Weld Length = 5.000 in. i P Spacing of Welds= 0.250 in. ! + Weld Size, co = 3/16 in.=3(1/16's) L — .—!—• — Vertical Load, Pv= 2.40 kips CA. Ph Horizontal Load, Ph = 0.00 kips ! I Dist. from Pv to C.G. = 12.000 in. Use Special Case? Yes kL/2 I kL/2 kL Nomenclature: Pv--2.4 k P = Pv= C*C1*D*L (for vertical load only) 1 0 =0 P = allowable load on eccentric weld group (kips) aL= 112 C = coefficient interpolated from Table XIX + P=Pv C1 =coefficient for electrode, use 1.0 for E70XX D = number of 1/16's of an inch (weld size) L= .... L=vertical weld length 5.000 i 3'h-0'k. ••• • C.G.0000 • • • eq.space • Special Case(out of plane)dVSP,C values fA k�) •.. Results: •••• •••• •�� (Note:AISC Alternate Method 2 is not used fwAi-aE+d) • L= 5.000 in. L=vertical weld length •• •• •••• • kL= 0.250 in. kL=spacing of vertical welds • aL=�-i2 0-00 in. aL=dist. from Pv to C.G. ...... .... . • a= 2.400 a= (aL)/L .. 0 000 • k= 0.000 k= 0 (for Special Case) C1 = 1.0 C1 = 1.0 for E70XX electrode C =- 0.177 (interpolated from Table XIX, page 4-75) P= 2.46-'—kips P=SQRT(Pv^2+Ph^2) Angle 0 = 0.000 deg. 0= 90-(ATAN(Pv/Ph)) Co= N.A. Co= C (from AISC Table XIX, page 4-75) C(max) _ N.A. _¢ C(max) = 0.928*(2) A= �N.A. A= C(max)/Co>= 1.0 Ca/Co= _ N.A. Ca/Co=A/(SINO+A*COSO) >= 1.0 Ca= N.A. Ca= (Ca/Co)*Co D(req'd)= 2.712- 1/16's D(req'd)= P/(C*C1*L) L(req'd) = 4.520 _ in. L(req'd) = P/(C*C1*D) Weld is adequate! D(req'd)=2.712<=3(1/16's) L re 'd =4.52<=5 in. 1 of 1 2/27/2015 9:59 AM iluuuuu mill wi®i wwwAdmus Profs Anchor 2.3.3 Company: Page: 1 Specifier, Project STRINGER TO BEAM! Address: Sub-Project I Pos.No.: Phone I Fax- ( Date: 22712{)15 E-Mlai: Speowler's comments; 9 Input data Anchor type and diameter. Kwik Bolt TZ-CS 318(2) Effective embedment depth: hd=2.ODO in.,h,-,,, 2313 in. Material: Carbon Steel Evaluation Service Report: ESR 1817 Issued i Valid: 4/l/201215/112013 Proof; design method ACI 3181 AC193 Stand-off installation: eb-O.ODO in.(no stand-off):t=0.250 in. Anchor plate: I,x Ir x t=10.000 in.x 10.000 in.x 0.250 in.;(Recommended plate this ss:not calculated) Profile: no proffle Base material: cracked Concrete.4000.f, -4000 psi:h-8.000 in. Reinforcement tension:condition B,shear.condition B:no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar 0090 Seismic Wads(cat.C.D,E,or F) no • • *00000 •••••• Geometry PLI 8 LoacHng Pb,WbJ •••••• •• • •••••• • it •••• •••• • • •••• •••• ••••• . . . .. .. .. ...... ,.\ , v 4 ,� •• • • ••• • • a . i X 2 Proof I Utilization(Governing Cases) Design values[hb] utttiaation Loading Proof load capacity k/Fv 1%1 Status Tension Pullout Strength5 OK - Shear Concrete edge faire in direction x+ 1740 2429 -172 OK Loading �, utulzatlon Ow.v(%) status Combined tension and shear .3 6 11 K 3 Warnings Please consider all details and hints/warnings given in the detailed report! IrkM date asd resUft mud be checked ror aW*WMM wfth the e>SWV condlflM mM for Oaus�bryf PROFIS Anchor(c)2003-2=HRbAG.FL-94W S t isa regtdered Tradamwk or F AG,$&.ami ,r i imiu muuum MEN www.hQti.us Profis Anchor 2.3.3 Company: Page. 2 Specifier. Project: STRINGER TO BEAM Address: SubrProject I Pos.No.: ' Phone I Fax- ( Date: 212712045 E-Mail: Fastening meets the design criterial 4 Remarks, Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and arra based on the principles,formulas and security regulations in accordance with HIWs tedhnic�directions and operating,mounting and assembly instructions,eta.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Htlti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the date to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits.prior to using them for your Specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or Suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. in particular.you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by HN on a regular basis.if you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences.such as the recovery of khat or damaged data or programs,arising from a culpable breach of duty by you. • • • • • . • .• • • ••• • Mput date ami rams trout be dMksd far 2reame O Wdh tfta WdO"CMMWt6 amt for OftirA ty? PR0FIS Arxh*r(c)2003-2W9 SNAG,FL-9494 Scham isa reg{ sd Trad.rm tk a{t Ari,Schen • • Y JOSE A. MARTINEZ P.E. #031509 Civil Structural Engineer DESIGN INFORMATION: DESIGN LOADS: _ in-lb := Ib _ lb I2 in in 2 ftft Florida Building Code 2010 AISC Steel Construction Manual, 13th ed-210ASD MATERIALS: STEEL Members: Fy=36 Ks! towable Stress for Com nents Bending: Fb:= 27000 psi Shear Fs:= 14400 psi Modulus of Elasticity E 29000 Ksi Welding: Filler Metal E60XX Fy=70 Ksi • ••. •• •••.•• owable Stress for Welding: Fw= 21000 psi •• ° •• • •• DESIGN LOADS: ..°;°° • • .... .. . Stair • . ° Uniform Live Load= 60 psf • ° Concentrated Load= 200 lbs. applied at end of step •':": "' ; '•'•' •• •• •• •••••• • • • • •••••• •• • • •• • • 24 E 5th ST Hialeah, FL. Phone: (305)887-4417 Fax:(305)884 r JOSE A. MARTINEZ P.E. #031509 Civil Structural Engineer STEP DESIGN Angle 2"x2"x1/8" Span step Lst:= 33 in Maximun moment on step Uniform Load (60 Dsf) L!1q2 0 Mmax= — Mmax= 28.36 Ib– ft 2 8 Concentrated Load(200 Ilb P:= 200 lb 12 Mmaxc:= [2P 4 Mmaxc= 68.75 lb– ft ••�,. � � �� • • • • Shear :....: Uniform Load (60 osfl ••• •• •.... Shear= r100( JJ Shear= 275 lb— ft """ • L 12 • • • • •••.•• • • • • • Concentrated Load (200 lb) '.•' Shearc:= (P) Step Section Properties Moment of Inertia Section Modulus (Ixc)= 0.19 in (Sx):= 0.13 in Fbcal:_ C Mmaxc�•12 Fbcal= 6346.15 psi Sx J Check:= if(Fb<Fbcal,"INCREASE SECTION","O.K") lCheck= "O.K" 24 E 5th ST Hialeah,FL.Phone: (305)887-4417 Fax:(305)884- N . JOSE A. MARTINEZ P.E. #031509 Civil Structural Engineer Deflection (Uniform Load) Mmax•2 Lst 2 W 1 := `12 W1 = 0.63 lb 12 in W 1•Ist4 D1 := D1 = 0.0168 in (8Ixc•E•1000) Deflection (Concentrated Load Moment) P(Lst13 Dcl := I\ 2 /I Dcl = 0.0544 in (31xc•E•1000) Allowable Deflection Dail:= F Lst Dail= 0.1833 in • • (180) i ••• •• • ••••�• Zhe := if(Dall<D 1,"INCREASE SECTION","O.K") Check= "O.K" •:• •• ' •'•••' 0000 • • ,h c� :.= if(Dall<Dc 1,"INCREASE SECTION","O.K. ICheck= "O— ••• •• . :'•••: 6.9• •• • 0000. 0000•• 068 • 00000 •• •• •• 0069•• 0000•• • • • • • • • • • •666•• •0. 0• • 6 • • • • • • 000000 00 • • •• • • • •0 • 24 E 5th ST Hialeah, FL. Phone: (305) 887-4417 Fax: (305)884