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SE�P. 23. 200�„ 4; 1 �'� � AND M TRUS� ti'C. ��' �_�, 3 <br /> ����c U9/?0�OS <br /> J I:ZDpm <br /> � FaAEsr PPaauc�,rNC. � oF 1 <br /> K�yBcarrE Vy�ion d�.Zf �� - <br /> .UA11�9C V�i : 2511 ' ' <br /> Member Dat <br /> Descript�on; , '� I ember Type: Beam Applic�tion: Roof , <br /> 2teral Bracing: Continuous Slope: , .00/ 12 <br /> Stendar� Load: I oisture Condition: Dry Buildin� Cvde_ IBC/IRC I <br /> Live Loab: 35,p1f� � eflection Cnteria: U240 live, L/180 total ' <br /> Dead Lo�d: 2D p �eck Connection� Nailed Membdr Weight: 14.5 plf <br /> DOL� 1 5% Filename :KYB1 <br /> Non-st�nd�r�i Llbads � <br /> I, Type Trib. Llve Dead <br /> ' ��Descriqtlon)��, � I B�eg�n End Width Start ��,End Start � End UO�� <br /> Addition I Urlifo m If 0' 0.0 " 16' 0.00 713 40S 115/o <br /> i �eoo I <br /> ' i60D i <br /> 6earings an actions <br /> Input Minlmum Worat Cass <br /> Luc�tlo T e Lan tA Len tM Tatal 115'/• 100ye Dead Total I, <br /> 1 0' ;00 �Wall 3.SD" 3.11" � 9264# 5821# 0# 344d# 926d# ' <br /> z i 15'B.7 " IWa{I 3,50" 3,11" 926a# 5821# 0# 3aaat� g264# <br /> Design�p2ns ,I <br /> 1I5'6 7$' I I ' <br /> , il�' <br /> Pro uct:�1 d x'�16 MAX-LAM LVL Z.OE 2 ply <br /> ealgrl a u es corttlnuous lateral braci��for 6oth chorda. <br /> Allow�ble�Stre�s Design <br /> Actual Aliowabl¢ Capacity Locatlon Loading <br /> Positive�1oma�,t 36041,'� ' 41884.'# 86% 7.78' Total load 115°h <br /> Shedr i 7676.# ' 12236.# 62°k 14JB' � Totel l0ad 115°k ' <br /> Max.RealcUon 9264.# 10413,# 9B°� 0' Oead load <br /> LL Defleckion ' �� .4132" , ,7781" U451 7.78' Total load 1159b <br /> TL�efle ion ' .6576" ' 1.0375" U2B3 7.7B' Total load 115% <br /> Con�rol: ex,Reacl on <br /> Menuia turers in�Ialla ion guidC MUST be consulted i multi-ply conneclion del��ls 2�d 8�lemeli�ea II <br /> II <br /> i li <br /> i <br /> i � <br /> I II <br /> i I <br /> ��� I All pryGur]mmex om Imdlm � al l�elr reeUBG1rv5 ORf�Bla Jim FRckml I . <br /> '. � , PdM Tnas.Ir[. ' <br /> II 2a�a7 t�ry&�rvE <br /> =aPY���;C11i18d2002 Dy KaYll���Enkrpleea.Ina ALL RIGNT$RE3ERVEC. �y+lnb.MN P�SQIO �. <br />