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� I/14/�004 �r��� RoofDes.out , Page 18 � <br /> PURLIN ANALYSIS : <br /> I <br /> -----I' --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 /> ----- ----- ----- , <br /> , 1 0 . 00 � 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 ', <br /> 2 0 . 10 i -0 . 13 -0 . 16 0 . 00 -0 . 52 9 . 89 0 .23 0 . 64 <br /> 3 0 . 13 0 . 10 -0 . 10 -0 . 13 0 . 64 0 .30 -0 . 17 12 . 37 0 .33 0 .67 <br /> . 4 0 . 16 0 . 13 -0 . 07 -0 . 10 0 . 67 0 .26 -0 . 54 15 . 13 -0 .28 -0 . 02 � <br /> 5 0 . 02 -0 . 01 -0 .21 -0 .24 -0 . 02 -0 . 04 -0 . 05 2 . 13 2 . 06 2 . 71 � <br /> 6 1 . 15 ; 0 . 84 -1 .24 -1 . 55 2 . 71 -0 . 14 -3 .41 10 . 66 3 . 68 7. 68 , <br /> 7 1 . 64 �' 1 . 33 -1 . 02 7 . 68 3 .41 -4 . 80 15 .22 0 . 01 I <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 /> ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- <br /> 1 RS 0 . 00 4 .25 0 . 00 RS 0 . 00 7 .43 0 . 00 RS 0 . 00 0 . 00 I <br /> 2 RL 0 . 13 4 .25 0 . 03 MS -0 . 52 7 .43 0 . 07 RS 0 . 00 -0 . 01 1. 64 <br /> 3 RL �0 . 10 2 . 06 0 . 05 RL 0 .33 4 . 60 0 . 07 RL 0 . 01 0 . 02 1 . 67 <br /> 4 LL 0 . 13 2 . 06 0 . 06 MS -0 . 54 5 .24 0 . 10 LL 0 . 01 -0 . 09 1 . 67 <br /> 5 RL 0 .21 2 . 06 0 . 10 RL 2 . 06 4 . 63 0 .45 RL 0 . 17 0 .33 1. 67 <br />' 6 RL I1 .24 2 . 06 0 . 60 RL 3 . 68 5 .24 0 . 70 RL 0 . 85 -0 . 72 1 . 67 <br /> 7 LL 1 . 33 4 .25 0 . 31 MS -4 . 80 7 .43 0 . 65 LS 0 . 38 -0 . 85 1. 64 <br /> 8 LS 0 . 04 4 .25 0 . 01 LS 0 . 01 7 .43 0 . 00 LS 0 . 00 0 . 04 <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 /> I <br /> 2 0 . 05 0 . 02 <br /> 3 0 . 06 0 . 06 0 . 03 0 . 03 <br /> I . 4 0 . 06 0 . 00 0 . 03 0 .'00 <br /> 5 0 . 00 0 .24 0 . 00 0 . 11 <br /> 6 0 .24 0 . 74 0 . 11 0 .34 <br /> , 7 0 . 59 0 .28 <br /> WEB CRIPPLING� <br /> WEB CRIPPLING RATIO <br /> Bearing Width (in) Reqd_Flg_Width <br /> End � 4 5 6 For UC= 1 . 03 <br /> ---- - --1- ---- ---- ---- -------------- <br /> Left 0 . 10 0 . 09 0 . 08 0 . 07 2 . 3 <br /> Right 0 . 94 0 . 86 0 . 79 0 . 73 2 . 3 <br /> LOAD COMBINATION # 9 : DL+CO+SP <br />