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----_ <br /> 1/14/2004 � . RoofDes.out Page 9 <br /> .,. <br /> I r�� . <br /> ---- ---- -,---- ---- ----- <br /> 2 0 . 63 0 .30 <br /> , . <br /> 3 0 . 79 0 . 53 0 . 36 0 .25 <br /> 4 0 . 53 0 . 59 0 .25 0 . 28 <br /> 5 0 . 59 0 . 53 0 .28 0 .25 <br /> 6 0 . 53 0 . 79 0 .25 0 .36 <br /> 7 0 . 63 I 0 .30 <br /> ' I <br /> WEB CRIPPLINGI <br /> _ I <br /> WEB CRIPPLING RATIO <br /> B�earing Width (in) Reqd Flg Width <br /> Enc1 3 4 5 6 For UC= 1. 03 <br /> I i <br /> ----- ---- ---- ---- ---- -------------- <br /> Lef� 1. 13 1 . 03 0 . 95 0 . 88 4 . 1 <br />� Riglit 1 . 13 1 . 03 0 . 95 0 . 88 4 . 1 <br /> i <br /> � <br /> LOAD COMBINAT�I �`ON # 3 : DL+WS <br /> ---- -------- ------------------------------------ <br /> � <br /> PURLIIN ANALYS IiS : <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 /> 1 0 . 00 0 . 04 0 . 00 0 . 00 0 . 00 -0 . 01 <br />� 2 -1 . 09 1 . 35 1 . 67 -0 . 01 5 .27 9 . 72 -2 . 87 -7 .21 <br /> 3 -1 .47 -1 . 15 1 . 00 1 .32 -7 .21 -3 .45 2 .43 13 . 14 -2 . 08 -5 .42 <br /> 4 -1 . 37 -1 . 05 1 . 10 1 .42 -5 .42 -1 . 94 3 . 01 12 . 29 -2 . 39 -6 . 01 <br /> 5 -1 .42 -1 . 10 1 . 05 1 .37 -6 . 01 -2 . 39 3 . 01 12 . 71 -1 . 94 -5 .42 <br /> 6 -1 . 32 I-1 . 00 1 . 15 1 .47 -5 .42 -2 . 08 2 .43 11 . 86 -3 .45 -7 .21 <br /> 7 -1 . 67 I-1 . 35 1 . 09 -7 .21 -2 . 87 5 .27 14 . 95 -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 Calc Allow UC Loc Calc Allow UC Loc UC Calc Al1ow <br /> r ---- --- -��--- ----- <br /> � ---- --- ------ ----- ---- <br /> --- ---- ------ ----- , <br /> 1 RS 0 . 04 4 .25 0 . 01 RS -0 . 01 7 .43 0 . 00 RS 0 . 00 -0 . 06 <br /> 2 RL 1 .35 4 .25 0 . 32 MS 5 .27 5 .20 1 . 01 RS 0 .34 1 . 16 2 .47 <br /> 3 LL �1 . 15 2 . 06 0 .56 LL -3 .45 5 .24 0 . 66 LL 0 . 74 0 .42 2 . 50 , <br /> 4 RL 1 . 10 2 . 06 0 . 53 MS 3 . 01 4 . 60 0 . 65 RL 0 .49 0 . 68 2 . 50 <br /> 5 LL 1 . 10 2 . 06 0 . 53 MS 3 . 01 4 . 60 0 . 65 LL 0 .49 0 . 68 2 .50 <br /> 6 RL 1 . 15 2 . 06 0 . 56 RL -3 .45 5 .24 0 . 66 RL 0 . 74 0 .42 2 . 50 <br /> 7 LL 1 . 35 4 .25 0 .32 MS 5 .27 5 .20 1 . 01 LS 0 . 34 1 . 16 2 .47 <br /> 8 LS -0 . 04 4 .25 0 . 01 LS -0 . 01 7 .43 0 . 00 LS 0 . 00 -0 . 06 � <br /> LAP BOLT SHEAR: <br />