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� Simpson Strong-Tie Truss: MP3 <br /> Projed Name: 335003 <br /> Date: 4/13/2017 2:07:50 PM <br /> Component SolutionsT"� Page: 1 of 1 <br /> Tmss <br /> V�sion:2016.11.1[Build 1] <br /> Material Dazabasevasion: 1557 <br /> Span Atch Qty OHL OHR CANTL CANTR PLIES Spaang WGT/PLY <br /> 31-0-0 4.13/12 1 1-2-0 1-2-0 0-0-0 0-0-0 I 24 in 95 lbs <br /> 3340 <br /> 1-2-0 &9-0 6-30 6-9-0 &&0 1-2-0 <br /> &9-0 1 S60 22-3-0 37-0.0 <br /> 4x6- <br /> 3 <br /> �Z 12 <br /> 4.13� �4.13 <br /> 1x4\ 1x4! <br /> N 4 <br /> �� <br /> �� <br /> N <br /> f�l <br /> d 3x7- <br /> I � 3x7- <br /> .L 5 <br /> I 8 9 <br /> � 7 6 <br /> 3x4- 3x4- <br /> °�0-° aao <br /> iaao s-�-o ia�ao <br /> ias-o zaz-o 3�-ao <br /> Loading General CSI Summary Deflection L/ (loc) Allowed <br /> Load (p� B1dgCode IBC 20I5/ 7'C 0.89(4-5) Wl CR: 0.46 in L/802 (5�6) U I80 <br /> 7C1L 20 IPII-2014 BC 0.80(56) WIIL. 0.2in L/999 Q•1) L/240 <br /> 1CDL 7 Rep Mbrinaeace Ya Web 0.48(2 7) Ho¢CR: 0.09 in 5 <br /> BCIL 0 D.O.L 125% Cccep Faqo4�=2.0 <br /> BCDL. 6 <br /> Plate 06cets OntX,Y,Anp�: (1:4-12,2-I,O.) f2:0-0,3-11,53.) (3:0-0,3-11,0.) (4:0-0,3-11,52.)(5:4-12,2-1,0.) (6:0-0 3S 0) (/�0-0 3-S 0.) <br /> Reaction Summary <br /> TT Tve B�Cortbo Hre WidN Maleual Rqd BtQ Widih Maz Rexl Maz(i�avUolift Mac MWFRS Uolilt Mmc C&C UoliR Mmc Uolifl Maz Horiz <br /> 1 Pin(Wall) 1 3.5 in Stce! I.50 in 951 @s - - - - O lbs <br /> 5 H Roll(Wall) 1 3.5 in S�al I.58 in 1,006 @s - - - - 0 Ibs <br /> Material Summary Bracing Summary <br /> IC SPF 1{2 2x4 7C Bra�ing Shea�hed orPudins at 2S-0,Pw1in dai�by Othes. <br /> BC SPF N2 2x4 BC Bmcing Shmthed orPudins at 10-0-0,Pudin desip�byOthas. <br /> Webs SPF H2 2x4 <br /> Loads Summary <br /> 1)Mwim�msmn�afac loading in aocoNana�ritL IDC 7261e 1607.1 Laz not baa applied <br /> 2)in acoortlauce with IBC 72b1e 1607.1,minim�mBCIL's do nol apply. <br /> Load Case Lrl Std LiveLoad <br /> Di�ributed Loads <br /> Mrnber Inetlon I Inmlion 2 Diredion So�d S�art Load Fnd Load 'Ihb Widlh <br /> Top Chd 8�-0 14-8-0 Up Pmj 20 psf 20 psf 24 in <br /> Load Case Dl.Std Dead Load <br /> Di9nbuted I.oads <br /> Mrnber lamtian 1 Inmtion 2 D'ucqion Sprea�l Suri Load Fnd Load 71�b WidW <br /> Top C6d 8d-0 I4S-0 Down pmj � 3 pst 3 psf 24 in <br /> MemberForcesSummary 'Cab�eindi�:Mc�erID,�mcCSl,�xaxialfortc,(�oolry[lomeiCdiHaentLomrtaca�cialfortz) <br /> 7'C 8-I O.O8I 2l @s 2-3 0298 -1,694 @s 4-5 0.890 -2,160 @s <br /> 1-2 0.874 •20051bs 3d 0.454 -1857Ibs SA O.OBI 2116s <br /> BC 56 0.797 2 006 @5 6-7 0.443 1 254 Ibs 7-1 0.777 1,839165 <br /> Webs 2-� 0.482 -336 @5 3fi 0.245 662 Ibs <br /> 3-7 0.192 496 @s 4� 0.272 d64 ms <br /> Notes: <br /> 1)\Ht CR and Ho¢CR me Ihe�tal and horimnial de�atioos due m lite load plus the acep mupanrnt ofdetlatioo duc to drrd load,co�ryuled u De�_LL+(lCcr-I)x DrL_DL <br /> in a,00(dance with ANSUIPI t. <br /> 2)Aquatity muwl facto4 Cq=1.00,Las bea��piied to We piate lateral�istmice desi�valuec az spaified by the 71uss ManufacN�erperANSVIPI 1-2002 Seaion 2.4.2. <br /> 3)Plates Ioca1N at 7C piich brtala mcet the pe4cripfi�e mniuum sia ecquimrent to trm�sfer unbloclxd diaphmgnloads across thosejaints. <br /> NO710E Acopy o(Ihis dai@�s6a11 be fumished m tLe erection cont+actor.The daipp oflhis individual uuss is baud on daip�aitaia and requiremvts supplied by IAe7tuss Nl�ufxNrerand relia upon the acareey Simpson Strong-Tie Company <br /> and m�ryletenecs otWe info�iion sel fotW by ILe HuiidingDesip�et A seal on Ihis drmving iudicrt[cs a[aept�cx of pmtessional en@naring�ponsbility soldy forlLe Wss auQonart dai�shown.See We co�er <br /> pa�andihe"Irtpo�tWo�tion�.GenpalNo�a"pa�foraddidonalinto�tion.Allconnoclorplal�sshall6e�nufir.tumdbySimpsonSWngLeColryany,Incinaoco}dar�cewilhESR-2762 Allconnaqorplates <br /> aze20 unlesslhesaified latesizeisfollowedb a"-18"whichindiWaanlS 1 or'Sk18'whichindiqtesa6i taisionlB late. <br />