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I I _ <br /> � ----- <br /> 1/14/2004 j ,�-�„ RoofDes.out ��-,,, Page 25 <br /> � t. ' � �.. <br /> � <br /> I � <br /> � � <br /> ---- i --- - I---- ----- ---- --- ------ ----- ---- --- ---- ------ ----- <br /> 1 i RS I0 . 04 4 .25 0 . 01 RS 0 . 01 7 .43 0 . 00 RS 0 . 00 0 . 04 <br /> 2 � RL �1.33 4 .25 0 .31 MS -4 . 80 7 .43 0 . 65 RS 0 . 38 -0 . 85 1 . 64 <br /> 3 I LL 1.24 2 . 06 0 . 60� LL 3 . 68 5 .24 0 . 70 LL 0 . 85 -0 . 72 1 . 67 <br /> 4 ; LL 0 .21 2 . 06 0 . 10 LL 2 . 06 4 . 63 0 .45 LL 0 . 17 0 . 33 1 . 67 <br /> 5 � RL =0 . 13 2 . 06 0 . 06 MS -0 . 54 5 .24 0 . 10 RL 0 . 01 -0 . 09 1 . 67 <br /> 6 � LL 0 . 10 2 . 06 0 . 05 LL 0 . 33 4 . 60 0 . 07 LL 0 . 01 0 . 02 1 . 67 <br /> . 7 I LL 0 . 13 4 .25 0 . 03 MS -0 . 52 7 .43 0 . 07 LS 0 . 00 -0 . 01 1 .64 <br /> � 8 � LS 0 . 00 4 .25 0 . 00 LS 0 . 00 7 .43 0 . 00 LS 0 . 00 0 . 00 <br /> � ' <br /> ' � II <br /> ' LAP BOLT SHEAR!: <br /> i � <br /> I <br /> � LAP BOLT SHEAR RATIO <br /> Span SHEAR(k ) ( 0 . 5 in A3 0 7 ) <br /> � Id , Left Right Left Right <br /> I ; <br /> ' ----- ---- ----- <br /> � --2- � ---- 0�.59 0 .28 <br /> 3 i 0 . 74 0�.24 0 . 34 0 . 11 <br /> , 4 + 0 .24 Oj. 00 0 . 11 0 . 00 <br /> � 5 � 0 . 00 0�. 06 0 . 00 0 . 03 <br /> 6 0 . 06 0 . 06 0 . 03 0 . 03 <br /> 7 � 0 . 05 0 . 02 _ <br /> I <br /> � <br /> i <br /> WEB CRIPPLING: <br /> � ' <br /> ' WEB CRIPPLING RATIO <br /> � Bearing Width (in) Reqd_Flg_Width <br /> : Endl _3� 4 5 6 For UC= 1 . 03 <br /> ��- ---- -------------- <br /> Left 0 . 9�4 0 . 86 0 . 79 0 .73 2 . 3 <br /> Right 0 . 10 0 . 09 0 . 08 0 . 07 2 .3 <br /> � <br /> � <br /> LOAD COMBINATIION # 5 : DL+CO+SP <br /> -------------------------------------------------- <br /> i <br /> � <br /> � <br /> I <br /> PURLIN ANALYSIS : <br /> • I <br /> ! <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 . 00 -0 .23 -0 . 26 0 . 00 0 . 00 0 . 13 2 .48 3 . 18 <br /> 3 1 . 20 0 . 89 -1 . 19 -1 . 50 3 . 18 0 . 18 -3 .49 11. 12 3 . 04 6 . 89 <br /> 4 1 . 51 1 . 20 -0 . 88 -1 . 19 6 . 89 3 . 01 -3 . 62 13 . 97 -0 . 04 2 . 93 <br /> 5i 0 .25 0 . 22 0 . 02 -0 . 01 2 . 93 2 . 24 -0 . 13 24 . 07 -0 . 11 -0 . 12 <br /> 6 � 0 . 09 0 . 06 -0 . 14 -0 . 17 -0 . 12 -0 . 35 -0 . 53 8 . 76 0 .41 0 . 86 <br /> 7 i 0 . 17 0 . 13 -0 . 10- 0 . 86 0 . 43 -0 .43 15 . 65 0 . 00 <br /> 8 � 0 . 00 0 . 00 0 . 00 0 . 00 0 . 33 0 . 00 <br /> I <br /> STRENGTH/DEFL CTION: <br /> � <br /> f • <br />_ � <br />