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; f I ---- <br /> � I/34/2004 ��^�,;_,, RoofDes. out ,,.�:,, Page 20 <br /> LOAD COMBINATION #10 : DL+CO+SP • <br /> -------------------------------------------------- <br /> ' PURLIiN ANALYS �S : <br /> I <br /> � -----�--SHEAR(k ) -------- -------MOMENT (f-k ) ------- <br /> Span Left Left Right Right Left Left Mid--Span Right Right <br /> _ Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup <br /> ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- <br /> 1 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 <br /> 2 -0 . 05 -0 .28 -0 . 31 0 . 00 0 . 00 0 . 00 3 . 52 4.36 <br /> 3 1.41 1 . 10 -0 . 97 -1 . 28 4 .36 0 . 75 -4 . 89 13 . 10 -0 . 50 2 .74 <br /> , 4 0 . 11 0 . 08 -0 . 12 -0 . 15 2 .74 2 .45 2 . 12 10 . 80 2 . 80 3 .18 <br /> 5 1 . 35 1 . 04 -1 . 03 -1 .34 3 . 18 -0 .26 -5 .32 12 . 57 -0 .40 3 . 01 <br /> 6 0 . 12 0 . 09 -0 . 11 -0 . 14 3 . 01 2 . 70 2 .31 11 .47 2 . 91 3 .28 <br /> 7 1 .46 1 . 15 -1 .20 3 .28 -0 .48 -6 . 63 13 . 56 0 . 01 <br /> � 8 0 . 04 0 . 00 0 . 01 0 . 00 0 .33 0 . 00 <br /> STRENGTH/DEFLECTION: <br /> Span -----�SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) <br /> Id Loc C�alc Allow UC Loc Calc Allow UC Loc UC Calc Allow <br /> ---- --- -�---- ----- ---- --- ------ ----- ---- --- ---- ------ ----- <br /> 1 RS 0 . 00 4 .25 0 . 00 RS 0 . 00 7 .43 0 . 00 RS 0 . 00 -0 . 02 <br /> 2 RL -0 .28 4 .25 0 . 07 RL 3 . 52 6 . 12 0 . 58 RL 0 .23 0 . 58 1. 64 <br /> , 3 LL 1 . 10 2 . 06 0 . 53 MS -4 . 89 5 .24 0 . 93 LL 0 . 31 -1 .39 1 . 67 <br /> , 4 RL -0 . 12 2 . 06 0 . 06 RL 2 . 80 4 . 63 0 . 60 RL 0 . 29 1 . 00 1 . 67 <br /> - 5 LL 1 . 04 2 . 06 0 . 51 MS -5 . 32 5 .24 1 . 02 LL 0 .26 -1 . 55 1 . 67 <br /> 6 RL 0 . 11 2 . 06 0 . 05 MS 2 .31 3 . 67 0 . 63 RL 0 . 31 1 . 05 1 . 67 <br /> 7 RS I1 .20 4 .25 0 .28 MS -6 . 63 7 .43 0 . 89 LS 0 . 10 -1 . 54 1 . 64 <br /> 8 LS 0 . 04 4 .25 0 . 01 LS 0 . 01 7 .43 0 . 00 LS 0 . 00 0 . 07 <br /> LAP BOLT SHEAR: <br /> LAP BO�T SHEAR RATIO <br /> � Span SHEAR�(k ) ( 0 . 5in A307 ) <br /> ' Id Left Right Left Right <br /> � ---- ---- ----- ---- ----- <br /> 2 0 .34 0 . 16 <br /> � � <br /> 3 0 .42 0 .24 0 . 19 0 . 11 <br /> 4 0 . 24 Q .28 0 . 11 0 . 13 <br /> 5 0 . 28 0 .26 0 . 13 0 . 12 <br /> � <br /> 6 0 . 26 0 .32 0 . 12 0 . 14 <br /> 7 0 . 25 0 . 12 <br /> WEB CRIPPLINGs <br /> WEB CRIPPLING RATIO <br /> Bearing Width (in) Reqd_Flg_Width <br /> End 3 4 5 6 For UC= 1 ..03 <br /> I <br /> ----� --- ---- ---- ---- -------------- <br /> � -- I <br />