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�� �'� G l -C�� <br /> BearnChek v20041icensed lo:John Zaremba Reg 8 2001-2339 - <br /> BORSAN PROJECT BAY WINDOW HEADER <br /> Date: 1l01/07 <br /> �---... --- - --- ------. . . — --- - ------- — <br /> Selection 3-1/Bx 10-1/2 GLB 24F•V4 DF/DF _ Lu=0.0 Ft � <br /> �---------- ._. . --- --... <br /> Condifions - � - <br /> Min Bearing Area R1=4.1 in' R2=4.1 in' DL Defl 0.11 in Suggested Camber 0.17 in <br /> �?�� j Beam Span 12.0 fl Reaction 1 LL 1875# Reaclion 2 LL 1875# i <br /> ! E3eam Wt per fl 7.97 tl Reaction 1 TL 2G73# React��n 2 TL 2673# <br /> Bm Wt IncludeA 96# Maximum V 2673# � <br /> I� Max Moment 8019'# Max V(Reduced; 2283# <br /> TL Max Defl L/240 TL Actual Dell L/377 <br /> 'i LL M2x Defl L/3f� LL Aclual_DeII L/537 � <br /> All�ibu(cs Section(in') Shear(m') Tl Defl(in) LL De0 � � <br /> � ------ - -- ----- - -- -- — - -- �-- - —-- — <br /> Actual '�, 57.42 32.81 0.3H 0.27 ��. <br /> Critical 40.09 74.27 0.60 0.40 � <br /> StaWs ' OK PK OK OK �� <br /> Ralio I 70% 43°k 64"/0 - --67%_..--—_ . <br /> . .—. _ . _ . _ _. - -- -- ' <br /> Fb(psi) Fv(psi� G (psi x mil) Fc I (psi) <br /> Values I Base Va�ues 2400 240 1.F 650 � <br /> � Base Adjusled 2400 _ 240 _ 1.8 _ 650 _ ' <br /> A�juslmenLs ', Cv Volume 1.000 <br /> Cd Duration t.DO 1.00 I <br /> CrRepetitive 1A0 . <br /> Ch Shcer Stress N/A � <br /> Cm Wet Use 7.00 1.00 1.OU 1.00 <br /> j � -- � - - - � -- - �- - -- - �� - -- • <br /> Ci Stabiiity 1.0000 Rb=0.00 Le=0.00 Ft Kbe=OA �. <br /> Louds � - � - - <br /> Par Unif LL Par Unif TL � Start Fnd � <br /> 250 H = 350 0 12.0 <br /> 63 I = 88 0 I2.0 <br /> I <br /> . . H . _ ._ . . . <br /> --- ----- - _. . ---- �- <br /> . � L� <br /> R1 =2673 R2=2673 <br /> SPAN= 11 FT <br /> Uni(orm and partial umform loads are Ibs per lineal ft. <br /> Noles D[SIGN LOAD:25/35 PSF <br /> H- MAIN ROOF LOAD <br /> I- PATIO ROOF LOAD <br />