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� �,;,., <br /> 1/14/2004 RoofDes.out Page 17� <br /> f;. <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 . 10 -0 . 13 -0 . 17 0 . 00 -0 .43 9 . 02 0 .43 0 . 86 <br /> 3 0 . 17 0 . 14 -0 . 06 -0 . 09 0 . 86 0 .41 -0 . 53 16 .24 -0 .35 -0 . 12 <br /> 4 0 . 01 -0 . 02 -0 .22 -0 .25 -0 . 12 -0 . 11 -0 . 13 0 . 93 2 .24 2 . 93 <br /> � 5 1 . 19 '� 0 . 88 -1 .20 -1 . 51 2 . 93 -0 . 04 -3 . 62 11 . 03 3 . 01 6 . 89 <br /> 6 1 . 50 1 . 19 -0 . 89 -1 .20 6 . 89 3 . 04 -3 .49 13 . 88 0 . 18 3 . 18 <br /> ' ; 7 0 .26 0 .23 0 . 00 3 . 18 2 .48 0 . 00 24 . 54 0 . 00 <br /> 8 0 . 00 0 . 00 0 . 00 0 . 00 0 .33 0 . 00 <br /> I <br /> STRENGTH/DEFL� CTION: <br /> Span -----ISHEAR(k ) ------ -----MOMENT(f-k ) ---- Mom+Shr DEFLECTION(in) <br /> Id Loc Calc Al1ow UC Loc Calc Allow UC Loc UC Calc Allow <br /> ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- <br /> ; 1 RS �'I0 . 00 4 .25 0 . 00 RS 0 . 00 7 .43 0 . 00 RS 0 . 00 0 . 00 <br /> 2 RL -I0 . 13 4 .25 0 . 03 RL 0 .43 6 . 12 0 . 07 RS 0 . 00 0 . 03 1. 64 <br /> � 3 LL I0 . 14 2 . 06 0 . 07 MS -0 .53 5 .24 0 . 10 LL 0 . 01 -0 . 09 1 .67 <br /> 4 RL 0 .22 2 . 06 0 . 11 RL 2 .24 4 . 63 0 .48 RL 0 . 19 0 .36 1 . 67 <br /> 5 RL I1 .20 2 . 06 0 . 58 MS -3 . 62 5 .24 0 . 69 RL 0 . 67 -0 . 81 1 . 67 <br /> 6 LL i1 . 19 2 . 06 0 . 58 MS -3 .49 5 .24 0 . 67 LL 0 . 67 -0 . 78 1 . 67 <br /> 7 LL �0 .23 4 .25 0 . 05 LL 2 .48 6 . 12 0 .40 LL 0 . 11 0 .40 1. 64 <br /> • 8 LS 0 . 00 4 .25 0 . 00 LS 0 . 00 7 .43 0 . 00 LS 0 . 00 -0 . 01 <br /> LAP BOLT SHEAR: <br /> LAP BOLT SHEAR RATIO <br /> Span SHEAR(k ) ( 0 . 5in A307 ) <br /> Id Left R�ght Left Right <br /> ---- ---- -�--- ---- ----- <br /> 2 0 . 07 0 . 03 <br /> 3 0 . 08 0 . 01 0 . 04 0 . 01 <br /> 4 0 . 01 0 .25 0 . 01 0 . 12 <br /> 5 0 .25 0 . 60 0 . 12 0 . 28 <br /> 6 0 . 60 � .31 0 .28 0 . 14 <br /> 7 0 . 24 0 . 12 � <br /> WEB CRIPPLING� <br /> WEB CRIPPLING RATIO <br /> B�aring Width (in) Reqd_Flg_Width <br /> End 3 4 5 6 For UC= 1 . 03 <br /> I <br /> ----- ---- ---- ---- ---- -------------- <br /> Leftr 0 . 09 0 . 08 0 . 07 0 . 07 2 . 3 <br /> Right 0 . 0�0 0 . 00 0 . 00 0 . 00 2 . 3 <br /> � <br /> LOAD COMBINA'I'ION # 8 : DL+CO+SP <br /> -----�-------��------------------------------------ <br />