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1/14/2004 � f�;�,:.. RoofDes.out Page 16 <br /> � <br /> ; ' <br /> 1 0 . 00 i 0 . 00 ' 0 . 00 0 . 00 0 . 00 0 . 00 <br /> 2 0 . 13 �I -0 . 10 -0 . 13 0 . 00 -0 . 80 12 .30 -0 .32 0 . 01 <br /> 3 0 . 02 � -0 . 01 -0 .22 -0 .25 0 . 01 0 . 00 -0 . 01 1 . 63 2 .21 2 . 87 <br /> 4 1 . 18 0 . 87 � -1 .20 -1.51 2 .87 -0 . 08 -3 . 62 10 . 98 3 . 08 6 . 98 <br /> , 5 1 .51 1 .20 -0 . 87 -1 . 18 6. 98 3 . 08 -3 . 62 14 . 02 -0 . 08 2 . 87 <br /> 6 0 .25 0 .22 0 . 01 -0 . 02 2 . 87 2 . 21 -0 . 01 23 .37 0 . 00 0 . 01 <br /> . 7 0 . 13 i 0 . 10 -0 . 13 0 . 01 -0 . 32 -0 . 80 12 . 36 0 . 00 I <br /> 8 0 . 00 0 . 00 0 . 00 0 . 00 0 . 33 0 . 00 <br /> � <br /> i i <br /> � . STRENGTH/DEF ECTION: <br /> I <br /> Span -----�� SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) <br /> ' Id Loc Calc Allow UC Loc Calc Al1ow UC Loc UC Calc Allow <br /> I <br /> ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- <br /> ' 1 RS � 0 . 00 4 .25 0 . 00 RS 0 . 00 7 .43 0 . 00 RS 0 . 00 0 . 00 <br /> 2 LS I0 . 13 4 .25 0 . 03 MS -0 . 80 7 .43 0 . 11 RL 0 . 00 -0 . 11 1 . 64 <br /> 3 RL i0 .22 2 . 06 0 . 10 RL 2 .21 4 . 63 0 .48 RL 0 . 19 0 .35 1 . 67 <br /> 4 RL !1 .20 2 . 06 0 . 58 MS -3 . 62 5.24 0 . 69 RL 0 . 69 -0 . 80 1 . 67 <br /> ' 5 LL i1 .20 2 . 06 0 . 58 MS -3 . 62 5 .24 0 . 69 LL 0 . 69 -0 . 80 1 . 67 <br /> ; 6 LL I0 .22 2 . 06 0 . 10 LL 2 .21 4 . 63 0 .48 LL 0 . 19 0 .35 1 . 67 '� <br /> 7 RS -0 . 13 4 .25 0 . 03 MS -0 . 80 7 .43 0 . 11 LL 0 . 00 -0 . 11 1 . 64 <br /> ' 8 LS 0 . 00 4 .25 0 . 00 LS 0 . 00 7 .43 0 . 00 LS 0 . 00 0 . 00 I <br /> � <br /> i <br /> �I <br /> LAP BOLT SHEAR: , <br /> � <br /> LAP BOLT SHEAR RATIO <br /> � <br /> Span SHEAR (k ) ( 0 . 5in A307 ) <br /> Id Left R�i�ght Left Right <br /> --2- ---- -0� . 00 ---- -0 . 00 <br /> 3 0 . 00 0� .25 0 . 00 0 . 12 <br /> 4 0 .25 0� . 61 0 . 12 0 .29 <br /> 5 0 . 61 0�.25 0 .29 0 . 12 <br /> 6 0 .25 0'. 00 0 . 12 0 . 00 <br /> 7 0 . 00 0 . 00 <br /> WEB CRIPPLINGc <br /> WEB CRIPPLING RATIO <br /> , Be�aring Width (in) Reqd_Flg_Width <br /> End � 4 5 6 For UC= 1 . 03 <br /> ----- --�-- ---- ---- ---- <br /> I -------------- <br /> Left� 0 . 12 0 . 11 0 . 10 0 . 09 2 .3 <br /> Right 0 . 12 0 . 11 0 . 10 0 . 09 2 . 3 <br /> � <br /> LOAD COMBINATION # 7 : DL+CO+SP <br /> -----�-------!------------------------------------ <br /> PURLIN ANALYSIS : <br /> � - <br />