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795 NE 95 St (11)Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Timber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status in in ft psi psi ksi 2X8 WD BEAPa 3x8 2.500 7.250 6.00 southern Pine, No.2 1,500.0 90.0 1,600.0 1.000 Manuf /Pine No • Center Span Data 1 - Span Dead Load Live Load ft #/ft #/ft 9.00 75.00 100.00 'Cantilever Span Span Uniform Dead Load Uniform Live Load Point #1 DL LL @ X ft #/ft #/ft lbs lbs ft 5.00 12.00 32.00 572.00 877.00 5.000 Results Ratio = 0.6576 Mmax @ Center @X= Mmax @ Cantilever fb : Actual Fb : Allowable fv : Actual Fv : Allowable in-k It in-k psi psi psi psi 21.26 4.50 0.00 970.8 1,476.3 Bending OK 56.8 90.0 Shear OK . . . ,5 „`� .; C , Reactions " ' PORPOSED ADDITION 1 F! R: MR. & MRS.PATRICIA DUBOFF 2X8 WD BEAM Rev: 510300 User. KW- 0603708, Ver 5.1.3, 22•Jun•1999, WIn32 (c) 1983.99 ENERCALC Description 2X8 WD BEAM a sy 6e..._cy L- Le 337.50 450.00 787.50 337.50 450.00 787.50 @ Left End DL LL Max. DL +LL Ibs Ibs Ibs @ Right End DL lbs LL Ibs Max, DL +LL Ibs Deflections Center DL Defl UDefl Ratio Center LL Defl L/Defl Ratio Center Total Defl in Location ft UDefl Ratio Cantilever DL Defl In Cantilever LL Defl in Total Cant. Defl in UDefl Ratio to to -0.087 1,239.1 -0.116 929.3 -0.203 4.500 531.1 Timber Beam & Joist 0.000 0.000 0.000 0.0 Title : ENERCALC Example Problems Job # 97- 000001 Dsgnr: MDB Date: 11:49AM, 6 MAY 03 Description Collection of example problems Scope : All programs in the Structural Engineering Library Page 1 c:\eclexamples.ecw:Timber Calcs 1 N. U° "A N WHERE VATER INFILTRATION REQUIREMENT IS NEEDED. x WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED Positive' - • + 0,5 spsf N.o 1 A • ' I 1 • • — 1 . E 1/2 X 2' LONG STAPLES " SEC NOTE 5 . . . . (117 VZ17 ? AL r(RNATc:.3/l6 PfH IAPCONS v/I 1/2'' MINIMUM' EMBEDMENT MAX -••••4 MAX ' 17 i / mAX O.C. SPACING • 17 1/2. MAX 0:C: SPACING : 17 1/c• MAX 04C: .SPACING • 17 1/ • MAX 7 0,C. SP- (NG. 4 . MAX • ...PREND (ENTERGY • BRt 6 ND) . DOUBLE • Daa. IT,H' SIDELITES IN WOOD, FRAMES WITH A •-• BUVPER THRESHLILD (OUT-SVI\G) • 7 r/4••- • MAX. • MA 4 15 0:C. . • 15'..; 0.C.. MAX.. . MAX. • .." . • 1110•X (5) IN EACH:INSIDE' JAMB 18- O.C. • ,•4AX 15' O.C. Jt5'. O.C. MAX. MAX .• 4' MAX— .. 4' MAX ATTACH ASTRAGAL. THROW BOLT. • STRIKE. PLATE: Ta, THE. HEADER AND THRESHOLD WITH . 1110 x I 3/4' • : FLATHEAD SCREWS. • NOTES: •• . . • • .1..) WOOD BUCKS BY OTHERS. MUST. BE ANCHORED • PROPERLY TO TRANSFER LOADS ..TO THE. STRUCTURE.. • 2.) THE PRECEDING DRAWINGS ARE INTENDED: TO QUALIFY •THE FOLLOWING INSTALLATIONS. A. WOOD FRAME CONSTRUCTION. WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO 'BY ‘,•/00D • OPENING. • B.. MASONR.Y OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS •ANCHORED TO A. MINIMUM TWO BY STRUCTURAL WOOD BUCK. • C. MASONRY. OR CONCRETE CONSTRUCTION WHERE • DOOR SYSTEM. IS ANCHORED DIRECTLY. TO CONCRETE. OR MASONRY WITH. OR WITHOUT A NON-STRUCTURAL • ONE BY WOOD BUCK. 3. ALL ANCHORING SCREWS TO BE 1110' WITH MINIMUM 1. 1/2' EMBEDMENT INTO WOOD. SUBSTRATE OR 3/16' PFH TAPCONS WITH 1 (/2' MINIMUM EMBEDMENT .5": MAX— . _.35 0.C. 15' MAX MAX Ur O.C. 43 11/1' TOP OF 000R TOi OFAX1CK • • : • O.C. 15' O.C. MAX MAX MAX -- 5' MAX • 7. DOOR/SIDELITE HEADER, DOOR/SI-DELITE JAMBS; AND SIDELITE BASE CORNERS ARE COPED AND BUTT jOINED. • 8. DOORS. SHALL BE PRE-PAINTED •ITH A WATER-BASED EPDXY RUST. INHIBITIVE PRIMER PAINT WITH A ,DRY FILM THICKNESS: OF 0.8 TO 1.2 MIL. 9, FRAMES SHALL BE PRE-PAINT:EiViTll N ACRYLIC. LATEX WATER-BASED/ WATER-REDUCIBLE WHITE PRIMER: WITH. A iff Y7FILM: THICKNESS OF 0.8 TO 1.2 MIL. ASTRAGAL • •48 1/2' MAX', . 7.4' • MAX: MAX 15' O.C. 15' ac.. MAX MAX 1110 X 2' 5) IN E4CH, INSIDE JM KVIKSET:.DCAOSOLT MODEL 660 SERIEi.• HARLoc OCADIOl I MOOCL 020 XVIXSCT :LOE)(SCT MODEC OL200 SERIES OR• HARLOE LOCKOC MODEL 100 • 15' Q.C. MAX MAX. 5' MAX.' • • 118 I' LONG IN REMAINING HOLES H8 x 1 3/4" LONG FLATHEAD SCREWS • 37 1/4' MAX. MAX: MAX 15' •0:C. 15' 0.0 — • • MAX MAX 8 7/tZT or 077Ho+Gc. . •• 51 3/16' C :Or mImGe• TT?' (3) OM 00TH IMES • 22' X 64' MAX DLO C 15' 0.C._ 15' O.C. MAX MAX MAX R.H. OUTSWING • INTO MAS(3NR.Y. •• . • • • • • • •. • , •: • • • 4. UNIT MUST BE INSTALLED kitITH 'MIAMVIADE COUNTY x 'UNITS. SHALL BE INSTALLED ONLY! AT LOCA:TIONS. PROTECTED BY A CANOPY OR APPROVED' SHUTTERS OVERHANG SUCH. THAT THE ANGLE BETWEEN •THE' EDGE • OF. CANOPY OR OVERHANG IN 5. THREE STAPLES PER SIDE JAMB , INTO HEADER aN• SIDELITES TO SILL IS LESS THAN DEGREES, UNLESS: UNIT IS INSTALLED AND DOOR, THREE STAPLES PER. JAMB INTO THRESHOLD. ON' NON-HABITABLE AREAS WHERE AREA ARE ERE THE UNIT. AND THE DESIGFD TO WELLIES AND DOOR, TION. • - . • ACCEPT. WATER INFILTRATION. 6. LATEX SEALANT Ta BE.. APPLIED AT SIDE BY •SIDE' JAMBS AND SIDELITES. . • • • • . • • m's1 1/2' MINIMUN EMBEDMENT (12) PER MEAD 1 SILL. (5) PER JAMB . 'AL TERRA TE: PFH TAPEENS ./1 I/2' MINIMUM EMBEDMENT • ~MAX •1' -- MAX 80 1 /16' MAX •I/2' x 2' LONG STAPLES ; SCE NOTE 3 L.H. OUTSWING APPROVED AS COMPLYING WITH THE SOUTH IONA ti.toi 8Y PROD' NIRO!. DIVISION BUILD CODE CCMPLIANCE OFFICE ACCEPTANCE NO O( 1 ' 4 • 2 9 Jo RS • LINOS: IttESS 411(D, fRX • EXIRUSIXIKESS /CIED„SID. C041: 1111, FNGINFF OR. BY R.S. 1 WC 7-29-971 • PREEN ENTRY SYSTEMS 911 (...EFICRSDI PRISM, rt 662 DADE COUNTY MODIFICATIONS ADDED PAGE 5 (DOOR OPTIONS) Apo OTHER DOER CONFIGURATIONS S KVISICNS CAriCRCT (VCI30 (la) JRC COX VISIX1-11C1 !SCALE: N. T.S. 1/11/170 10-1-98 12/18/97 DIVE 31-1028 SHEET 1 OF 6 I Ismoi iurcR C I ' 4 9/16' 1/4' _o SHIM MAX 1 1/4' 22' MAX DLO 1/2" GLASS BITE 37 MAX 35 3/4' MAX GLAZING DETAIL .SHERVIN WILLIAMS 8 EXTERIOR GRADE LATEX CAULK • INTERIOR 1/8' TEMPERED GLASS 35 3/4' MAX 22' MAX DLO SEE GLAZING DETAIL XO SECTI III 1/4' MAX XXO EXTERIOR INTERIOR 74' MAX SWIG A -A J 35 3/4' MAX OTHER CONFIGURATIONS III 1/4' _ MAX ELL: APPROVED AS CO.'Ar'LYING ! :^T4 THE SOUTH yak/. 5U CI Cy,C,D DA , J G J( U EY FRODU. . JTROL DIVISION ELIMAJG CODE COMPLIANCE OFFICE AC' LF - . 7 ACE NO. °( 0 3 S. z9 amo 37 1/4' MAX SEE GLAZING DETAIL 35 3/4' FM D2 R R.S. • I TAIE •7 B ADDED PAGE 5 (DOOR OPTIONS) ADD SCREVS 10 LITE FRANCS 1 A ADO OTHER DOOR CONFIGURATIONS 1It KVISQM • Io•r+e t-U•/ roc YNf� r, D(TR YISIyf ITfs A MATT I SGl[ N I c MAX DADE COUNTY MODIFICArt0Ns r -3/4' . I/11R1 .1D RC fi 11 ITEM NO. DESCRIPTION PART NUMBER COMMENTS Q WOOD HEAD JAMB EW -14 1 114' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT O- COMPRESSION WEATHERSTRIP EW -25 LOCKSCREEN BRAND LOXSEAL 9650 (BRONZE) PREMDOR BRAND OR EQUIVALENT- 5/8' ALUMINUM ASTRAGAL C3) ALUMINUM ASTRAGAL EW -12 OD ALUMINUM- BUMPER THRESHOLD EW -15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' TOP CHANNEL EV =08 PREMDOR BRAND - 1 11/16' - 20 GA STEEL © STEEL SKIN 26 ga. (.011 +1104 '.0(10) 111 Tw SI( KR 45,0:0 rs1 ADL DMZ RR 1068.E IIST REPIRI IS RI' O POLYURETHANE FOAM CORE BOTTOM CHANNEL BASF FOAM - EW -07 DENSITY 2.0 111 lbs. /Ft3 - _: PREMDOR . BRAND - 1 11/16' - 20 GA STEEL ® O WOOD LOCK BLOCK EW -09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT 10 STRIKE STILE EW -06 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT 11 HINGE STILE EW -05 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT 12 • LOCK PREP FILLER PLATE EW -10 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE 13 4'x4' HINGE EW -16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL) 0 WOOD HINGE JAMB FW 13 • 1 1/4' X 4 9/16' - MTL. TO BE PINE OR EQUIVALENT IS #10 x 3/4' F.H.W.S. (4) SCREWS PER HINGE INTO DOOR 16 #10 X 2' F.H.W.S. (5) SCREVS THROUGH HINGE JAMB INTO SIDELITE JAMB, 8' DOVN FROM TOP, MAX 18' QC. THEREAFTER 10) SCREVS THROUGH STRIKE JAMB INTO SIDELITE JAMB, 4' DOVN FROM TOP MAX 8' O.C. THEREAFTER '6) SCREVS THROUGH EACH SIDELITE JAMB INTO SIDELITE; 4' DOVN FROM TOP, MAX 15' O.C. THEREAFTER 17 3$1a 6 PFM MV.S. TAPC(M V V /MINIMUM 1 /N(MIMUM U2 BET MBE OR D►ENT /1 1 E REFER TO ELEVATION vIEv, FOR 11 OF SCREVS USED AND LOCATIONS 18 #10 X- 3/4' F.H.W.S. (2) SCREWS PER HINGE INTO JAMB 19 • #8 x 2' F.H.W.S. (2) SCREWS AT EACH STRIKE PLATE Q LOCKSET KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 121 1110 X 1 3/4' F.H.W.S. (2) SCREWS PER HINGE INTO JAMB . WOOD SIDELITE JAMB EW -19 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT `4 22' X 6.4' SINGLE PANEL GLASS EW -20 TEMPERED i/ 8' CLEAR GLASS IN PO L YPROPYLENE FRAME— DC -1643 — (ODL -2: 64 SIDELITE TRIM . (WOOD) EW -21 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT WOOD CASING EW-22 1/8' x 1' MTL. TO BE PINE OR EOUIVALENT - ITEMS ARE MOLDINGS USED FOR 'SIDE BY SIDE JAMBS' AS MULLIONS WOOD SIDELITE HEAD JAMB EW - 23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT Q WOOD SIDELITE BASE . EW -24 . 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT ►J POLYPROPYLENE LITE FRAME DC -1643, ODL -2 HP Polypropylene by ODL 0 #6 X . 1 1/2' PAN HEAD SCREWS 18 .PER FRAME SCREV.. SPACING TO BE 3• IN FROM EACH CORNER AND NOT TO EXCEED 14' OC THERE AFTER. ®0 SIDELITE STILES EV -26 15/16' X 1 11/16' MTL TO BE PINE OR EQUIVALENT '0 PIN NAIL . 3/4' LONG NAIL, 4' IN FROM END, MAX 8' O.C. THERAFTER, USED OM MULLIONS AND TRIM 1/4" SHIM MAX 3/4" 79 5/16" MAX ,TI 23 EXTERIOR FIN. FL. 0 .0 00 0 0 0 0 0 ° o .. 0 0 0 0 ° ° 0 0 o ° 0 0 ° o ° ° 000 0 ° 0 0 0 :8 • .. • 0 c_ B°00, •. o • ° 0 • o p • 0 0 0 n •o 0 64" MAX DLO 0 4 9/16" 2 BY WOOD BUCK 3/4" INTERIOR -1 1/4" 1/4" DOW SILICONE #995 APPROVED.AS COMPLYING WITH THE SOUTH TH FLOIN ABUT5INGiODE O B? !. - PRODU • • NTROL: DIVISION BUILO vCODECOMPLIANCEOFFICE ACCEPTANCE NO. d 1 -03 /Y. z.9 LIMITS: UNLESS NOTED, FRAC. . DEC. ANG. EXTRUSIONS: UNLESS NOTED, STD. COWL. TOL'S. FNGINFER: DR. BY R.S I DATE 7 -P9 -97 1 B A LIR. PRE1DUR HTRY SYSTEMS 911 E. JEFFERSON PITTSBURG, KS. 66762 n DADE COUNTY MODIFICATIONS 1/11/01 ADDED PAGE 5 (DOOR OPTIONS) REVISIONS 10 -1 -98 DATE PART NAME: ENTERGY V000 EDGE., DOOR (B — B) MATT: I SCALE: 31- 1028 -EW LJ SHEET 3 OF REVISION LETTER g MATERIALS LIST JD RS BY S H 79 3/16" INTERIDR MAX 80 11/16" MAX 2 BY WOOD BUCK I 2 BY WOOD BUCK PLEASE SEE "GLAZIN.G DETAIL" DRAWING #31- 1028 -EW -�O SHEET 2 OF 6 1 1/4" 1/4" DOW SILICONE #995 A ?PROVED AS COIMFLYING.YATH THE SOUTH F1OORRIDA BUILDING CODE DATE JUN EY i//...... i PROD „T NTROL DMSION BUILDING CODE CGMPLIANCEMICE ACCEPTANCE NO. 03 l y. Zq LIMITS: UNLESS NOTED, FRAC. DEC. ANC. EXTRUSIONS' UNLESS NOTED, STD. COWL. TOL'S. FNGINEER: DR. BY R.S PREvDR E 911 E JEFFERSON PITTSBURG, KS. 66762 DATE .7—P9-97 I TRY SYSTE S C MATFRIAI VAC PfI YCTYPFNF 5 -2 -99 RS B AnnFn PA(F 5 (nnnp nPrrnN 10 -1 -98 RS A ADD SCREWS TO LITE FRAME 1. MATERIAL LIST 12-18 -97 R.S. L TR. DADE COUNTY MODIFICATIONS REVISIONS PART NAME: ENTERGY v000 EDGE SIDELUTE (C - C) MATT: (SCALE: /1vo1 JD DATE 31 1028 -EW - 0 SHEET 4 OF 6 REVISION LETTER D BY 37 V•• MAX 4 . •• MX MAX /• MAX . 13• X13. OLT /• MAX 3• MAi 17 1/r wz at SPICING 17 1/r MAX aC SPACING 17 1/r MAX aC SPICING 17 1/r 1I4,X aC SPICING ( 11 t •• MAR • 17 1/r MAx ac v.CING r 17 1/r MAX CM v*CNC 17 1/2• MAX Q. SPICING 17 1/r ws 0L SPICI7c r 2. w 13 OZOZ. 3 O wZ NAI 13 a MS 37 . ". MAX 37 1/r • M7 MA7 r 13' aG aL 13•aL r ac .Mi � .wx MAx � Mx. 13 CM- 3' MAX 74 3/•• 1• _ MI 1 112• r OX MAX 7•. 3• MAX OX 13 at 13' 11C-_ max T MAX 13 6{ wx MAI _3• MAX 1 1 . 1 �• _Li. 3 al�,,,L3' ac l3 O. CM MAI wI PAX MAx M.x •• MAX-.1 — 4 MAX- 10 11/16' 37 1/•• MAx /• Mx _13• 110 13' w Or, a M.I wx 13. ac I . 1 3•a MAI AYi MAX 1q 11/16• MAX t' MAX • F 10 t /16' MAX 74 3■•• ]) 1 /2• ::a4•• I MAI 13• at • 13•. O.C. 13' OL 13• OG 4.4 1. MAX �• Mx Mi 15' O MAX —1 .—•• MAX 3' aC MAR 4 . " 0 X J '5 0 J 1i• OC � I •- MAX MAX MAX E •• MAX wI r •• MAX 17 1/2' Mx aL SPACIIG 17 1/r MAI aL SPACING APPROVED AS COMPLYING 'MTH THE SOUTH FI!Qt` A BUILDING CODE DATE ;JUN .LI 5 0 BY / .. .. .: a_/.. PROD' NTROL DIVISION 10 I /t6 MS BUILDING'. CODE COMPLIANCE OFFICE ACCEPTANCE NO. 6 0 3 ( c•( . 2q RATI -4 MAX 13' CM 113 CM MI T MAX 1 15• at 3• DC MI MAI — •• MAX ENGINEER: 37 1/4• 37 1/2- MAx •' MAI -- MA 1 DR. BY , ).D •• MAX PREMDDR •E 911 E .FFERSON PITTSBURG, KS. 66762 j F •• MAX 3 CM 15' GC Mx t MI 11 I. IS• aC, 1 ts• OL MAx MI xxE •• A. — MAX ' MAX DATE 1 -11 -01 1 37 1 /•• MAX - 714.43 /• MAI Jr at 15' 1 OL _ MAX 1 MAX 13 OC�13' w I—•• MX \S Mx LIMITS UNLESS NOTED, FRAC : EXTRUSIONS: UNLESS NOTED, STD. COWL. TOLS. TRY SYSTENS 1 - A MAX 17 t/r MAX aL vAclNc 17 1/2• A,AI at. SPACDNG 17 1/2' 1Mx OL SPACING 1 17 1/2' ) OL SPACING • 4 MAX LIR PARE NAME: MAX 10 1 / 16' MAX MX le 1 /16' wX { REVISIONS 74' MA xx j — 3 GC 1 t3 MAX MI .• MAI x MAT'L: _I SCALE 37 1/r MS _ A. Mx A•. MAX 3 a c 1 w MAI REVISION LETEER ,-•• MAX 17 1/2' MAx ac. 3P4cp4c 17 1/2• MAx aC SPACING 17 1/2' MX OG SPACING 1. 17 1/2 cc SPICING. DATE •• MAx 17 1/7. Mz Oc x#•CINO t)V2'wi OC SPICING 17 1/r wI ac 1.4.4c144, 1- 17 I/O' 14.44 0G SP.CPC 1 BY 31- 1028 - EW - - E1 SHEET 5 OF 6 T 79 4716 M$X 79 1716 M$X ER 5LAZF 36" rMAX 00 PD-1 PD -18 7 T 00 PD -35 36" r MAX SL -10 00 00 PD -2 PD -19 00 PD -36 1 [1 00 00 PD -3 00 PD -20 PD -37 SL -20 SL -30 PD -4 PD -21 PD -38 SL -60 SL -50 R °A\ 11 00 PD -5 PD -22 irg PD -39 =L /SI DO BO PD -6 PD -23 PD -40 00 PD -7 ;1111; NN PD -24 =LIT STYLS + T CI 00 PD -41 SL -50B SL -69A SL -69B 00 PD -8 11 SL -69C 9D 00 PD -42 8@ 00 PD -9 PD -10 11 111 111 111 PD -25 'D - 26 1 % PD -43 • SL -25 SL -55 PD -27 PD -43A APPROVED A ;, COMPLYING hi rrc ' Wt•ni .l. I Ir b1' / PRODU T NTROL OIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 61--- 03 / .( 2Q wis�RFAH APPLIF: 0 00 PD -11 PD -28 PD -43B SL -30D SL -40 00 PD-12 PD -29 00 PD -13 PD -30 1 SL -90A SL -90B PD -14 PD -31 v PD -15 v 011 DD PD -32 1I\S i 8 00 11 PD -16 PD -33 SL -90C SL -30B SL -30C MIS ao PD -17 PD -34 Q bad SL -70 SL -80 LIMITS: (MESS NOIED, FRAC : 1(C. = AN(. EXTRUSI[NS: UNLESS NOTED, STD. 0041. 10.'S FNG!Nf FR:. DR BY J D. 1 DATE 1/15/01 1 LIR. XA11: PREMDOR ENTRY SYSTEMS 911 E £FFERSON PITISBLRG, KS. 66762 REVISIONS DATE PART NAXE:PREMDOR DOOR OPTIONS [SCALE: 31- 1028 -EW - 0 SHEET 6 OF 6 REVISION LEITER BY ' ' 12X14 STEEL BEAM D1IBOFF- 795NE95ST CHARLES C. MITCHELL P.E. 11127 • Rev: 510300 User: KV!.0603706, Ver 5.1.3, 22Jun -1999. Win32 (c) 198399 ENERCALC Description General Information Steel Section : W12X14 Center Span Left Cant. Right Cant Lu : Unbraced Length Distributed Loads #1 DL 0.350 LL 0.360 ST Start Location End Location 16.500 Summary Using: W12X14 section Span = 16. End Fixity = Pinned - Pinned, Lu = 0 Moment fb : Bending Stress fb / Fb Shear fv : Shear Strew fv / Fv Force & Stress Summary Max. M + Max. M - Max. M Cc3 Left Max. M © Right Shear© Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl Depth Width Web Thick Flange Thickness Area [Section Properties W12X14 STEEL BEAM Reaction @ Left 5.97 Reaction @ Rt 5.97 Fa calc'd per 1.6-1, K•Ur < Cc 24.64 k -ft 12.39 24.64 5.97 k 3.00 5.97 k 3.00 -0.470 in -0.236 0.000 in 0.000 0.000 in 0.000 0.000 ft 0.000 W12X14 16.50 ft 0.00 ft 0.00 ft 0.00 ft #2 11.910 in 3.970 in 0.200 in 0.225 in 4.16 in2 5.974 k 2.508 ksi 0.174 : 1 3.00 3.00 Steel Beam Design Title : ENERCALC Example Problems Job # 97 -000001 Dsgnr: MDB Date: 3 :35PM, 21 APR 03 Description : Collection of example problems Scope : All programs in the Structural Engineering Library Page 1 c;sec \example_s c_w_ _ate Leaks Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Pinned- Pinned Bm Wt. Added to Loads LL & ST Don't Act Together #3 50ft, Fy = 36.0ksi .00ft, LDF = 1.000 Actual Allowable 24.643 k -ft 29.459 k -ft 19.876 ksi 23.760 ksi 0.837 : 1 Weight I -xx I S -xx S-yy 34.301 k 14.400 ksi 5.97 5.97 5.97 5.97 #4 3.00 3.00 14.13 #/ft 88.60 in4 2.36 in4 14.878 in3 1.189 in3 #5 Fy Load Duration Factor Elastic Modulus Max. Deflection Length/DL Defl Length/(DL +LL Deft) «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only a Center 0 Center lifb. Cants 0 Cants -0.470 -0.236 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in r -xx r -yy Rt #6 36.00 ksi 1.00 29,000.0 ksi #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress k -ft k -ft k -ft k -ft k k k k -0.470 in 837.8: 1 421.3 : 1 4.615 in 0.753 in 0.950 in 12X14 STEEL BEAM OUBOFF - 795 NE 95 ST CHARLES C. MITCHELL P.E. 11127 Scope : All programs in the Structural Engineering Library Rev: 510300 User: KW.0603706, Ver 5.1.3, 22•Jun -1999, Win32 (c) 1983.99 ENERCALC 0 Description W12X14 STEEL BEAM Sketch & Diagram o.iii44 lTd�dddddddd ;IT 11 TTdTZTToTd;IT;TTddZ ; iT 0.71k /ft Rmax = 5.974k Vmax © left = 5.974k 16.5ft Mmax = 24.61,ft Dmax = .0.470in Steel Beam Design 2 Title : ENERCALC Example Problems Job # 97- 000001 Dsgnr: MDB Date: 3:35PM, 21 APR 03 Description : Collection of example problems .0 11.15 9.91 8.67 Rmax = 5.974k 7.44 65 3 30 •1.19 1.79 2.38 Shear Load (k) Location Along Member (ft) 12.39 - 1.65 - 3:30 4:95 6:60 8:25 9.90 - 11..55 13.20 - 14.85 '16.50 4.95 6.60 Vmax @ rt = 5.974k6.20 _ _ . ,qu, uJ�. -I r�r 1,i. • :q1 1 4.96 fl���h��lllflniuouee „�,.. . 1110 I11I 8.25 9.90 11.55 13.20 14.85 16.50 X0.17 - WIUG4iw,;,: a,.um juuvu✓N:.. , �tlijIl1M :� «:a. 14.4 : »,c'!l:.i .�+,1 :019 ;0.21 rnmnl Local y Deflection (in) Location Along Member (ft) Page 2 • ecXex• a •le_s_e_m_$teplc s II I BenB,8 Moment (loft) Location Along Member (ft) D.00 - 1 65 4411 4.95 6,60 8,25 9,91) '11.15 , �12 20 1 4.85 36.50 „ - �.. .40nxk w w - .,- .Il1+W 1 euuaiw. + ,._.:,3, 114L . ..., - .._» 0.05 we1 ,u «- I -.. „W" , :.F.L ^` « , , , n -0.07 :i mlr `ryl,. m^ r lnnm 0.09 1 •-0.12 r.. ...._ - 0.14 1;',1 ,t - Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements ! - 2X8 WD BEAM Timber Section 2-234 Beam Width in 3.000 Beam Depth in 7250 Le: Unbraced Length ft 6.00 Timber Grade ;outfrem Pine, No.2 Fb - Basic Allow psi 1,500.0 Fv - Basic Allow psi 90.0 Elastic Modulus ksi 1,600.0 Load Duration Factor 1.000 Member Type Manuf/Pine Repetitive Status No Center Span Data Span ft 16.00 Dead Load #/ft 25.08 Live Load #/ft 30.00 Point #1 DL lbs 135.00 LL tbs 113.00 @ X ft 2.000 Point #2 DL lbs 188.00 LL Ibs 280.00 @ X ft 4.000 Cantilever Span Span ft 5.00 Uniform Dead Load #/ft 12.00 Uniform Live Load it/ft 32.00 Point #1 DL lbs 572.00 LL lbs 877.00 @ X ft 5.000 II IPPORPOSED ADDITION FOR: MR. & MRS.PATRICIA DUBOFF 2 -2X8 WD BEAM Rev: 510300 User. KW- 0003700, Ver 5.1.3, 22Jun-1999, W1632 (e) 198199 ENERCALC Description WOOD BEAM Results fv : Actual Fv : Allowable Reactions Deflections Center DL Defl UDefl Ratio Center LL Defl UDefl Ratio Center Total Dell Location UDefl Ratio Ratio = Mmax @ Center in -k @X= ft Mmax © Cantilever fb : Actual Fb : Allowable Ps @ Left End DL tbs LL Ibs Max. DL +LL Ibs @ Right End DL lbs LL lbs Max. DL +LL Ibs In In In ft Timber Beam & Joist Tide : ENERCALC Example Problems Job # 97- 000001 Dsgnr. MDB Date: 11:44AM, 6 MAY 03 Description : Collection of example problems Scope : All programs in the Structural Engineering Library Page 1 c:leclexamples.ecw:Timber Calcs 0.9673 37.75 1 9. 548.87 1,008.67 264.54 324.12 588.67 -0.417 460.6 -0.518 370.5 -0.935 7.552 205.3 PORPOSED ADDITION -FOR: MR. & MRS.PATRICIA DUBOFF 2 -2X8 WD BEAM Title : ENERCALC Example Problems Job # 97- 000001 Dsgnr. MDB Date: 11:44AM, 6 MAY 03 Description : Collection of example problems Scope : All programs in the Structural Engineering Library Rev. 510300 User. Kv11-0803708. Ver 5.1.3. 22-Jun-1999. WIn32 (c) 1983-99 ENERCALC Timber Beam & Joist Page 2 cAeccexamples.ecw:Timber Calcs Description Cantilever DL Defl in Cantilever LL Defl in Total Cant. Defl in UDefl Ratio WOOD BEAM 0.000 0.000 0.000 0.0