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1/14/�004 � .'_''`��.: RoofDes. out :�.;, Page 12_ <br /> 2 1 . 17 -1 .43 -1. 77 0 . 01 -5 . 59 9 . 85 3 . 04 7 . 63 <br /> 3 1 . 55 ; 1.21 -1 . 06 -1 .40 7 . 63 3 . 66 -2 . 56 13 . 15 2 . 19 5 . 72 <br /> 4 1 .45 ' 1 . 11 -1 . 16 -1 . 50 5 . 72 2 . 04 -3 . 18 12 .29 2 .53 6 . 35 <br /> 5 1 . 50 ; 1. 16 -1 . 11 --1.45 6 .35 2 . 53 -3 . 18 12 . 71 2 . 04 5 . 72 <br /> 6 1 .40 j 1. 06 -1 .21 -1 .55 5 . 72 2 . 19 -2 . 56 11 . 85 3 . 66 7 . 63 <br /> , 7 1 . 77 1.43 -1 . 17 7 . 63 3 . 04 -5 . 59 14 . 81 0 . 01 ; <br /> 8 0 . 04 , 0 . 00 0 . 01 0 . 00 0 .33 0 . 00 'i <br /> i , <br /> STRENGTH/DEFLECTION: II <br /> Span -----�SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) <br /> Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow I <br /> ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- <br /> 1 RS � 0 . 04 4 .25 0 . 01 RS 0 . 01 7 .43 0 . 00 RS 0 . 00 0 . 05 <br /> 2 RL �1.43 4 .25 0 .34 MS -5 . 59 7 .43 0 . 75 RS 0 .38 -1 . 07 2 .47 I <br /> 3 LL 1.21 2 . 06 0 . 59 LL 3 . 66 5 .24 0 . 70 LL 0 . 83 -0 .38 2 . 50 I <br /> , 4 RL ;1. 16 2 . 06 0 . 56 MS -3 . 18 5 .24 0 . 61 RL 0 . 55 -0 . 61 2 .50 ' <br /> • 5 LL � 1 . 16 2 . 06 0 . 56 MS -3 . 18 5 .24 0 . 61 LL 0 . 55 -0 . 61 2 .50 <br /> 6 RL =1 .21 2 . 06 0 .59 RL 3 . 66 5 .24 0 . 70 RL 0 . 83 -0 .38 2 .50 <br /> 7 LL j1.43 4 .25 0 . 34 MS -5 . 59 7 .43 0 . 75 LS 0 .38 -1 . 07 2 .47 <br /> 8 LS i0 . 04 4 .25 0 . 01 LS 0 . 01 7 .43 0 . 00 LS 0 . 00 0 . 05 <br /> I - <br /> LAP BOLT SHEAR: <br /> �I <br /> LAP BOLT SHEAR RATIO <br /> Span SHEAR(k ) ( 0 .5in A307 ) <br /> Id Left R�ght Left Right <br /> ----' ---- -��'--- ---- ----- <br /> 2 �0 .59 0 .28 <br /> 3 0 . 74 0 .50 0 . 34 0 .24 <br /> 4 0 . 50 0� . 55 0 .24 0 .26 <br /> 5 0 . 55 0 . 50 0 .26 0 .24 <br /> 6 0 . 50 0� . 74 0 .24 0 . 34 <br /> 7 0 . 59 0 .28 _ <br /> WEB C� IPPLING: <br /> WEB CRIPPLING RATIO <br /> � B�earing Width (in) Reqd_Flg_Width <br /> End 3 4 5 6 For UC= 1 . 03 <br /> I <br /> ----- ---- ---- ---- ---- -------------- <br /> � Left� 1 . 08 0 . 99 0 . 91 0 . 84 3 . 6 ` <br /> Righ 1 . 8 0 . 99 0 . 91 0 . 84 3 . 6 <br /> � <br /> LOAD COMBINATION # 3 : DL+WS <br /> ----- -------------------------------------------- <br /> PURLIN ANALYSIS : <br /> --------SHEAR(k ) -------- -------MOMENT (f-k ) ------- <br /> Span Left Left Right Right Left Left Mid-Span Right Right <br />