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' 1/14/2004 --•- DesCalc. out Page 3 <br /> f"� , <br /> R11147 Design Loads For Each Building Component 1/14/04 3 :33pm <br /> FRONT SIDEWALL: <br /> i --------------- <br /> , <br /> WIND PRESSURE/SUCTION: <br /> � Y W'nd Wind Wind <br /> P ess Suct� Long <br /> 6.1 -17 . 6 . . Girt/Header <br /> 9 . 9 -21 . � i . . Panel <br /> 6 .1 -17 . 6i . . Jamb <br /> 2�4 . 0 -24 . 0 . . Parapet <br /> BACK SIDEWALL: <br /> WIND PRESSUR�/SUCTION: <br /> Wind Wind Wind <br /> Press Suct Long <br /> 16. 1 -17 . �6 . . Girt/Header <br /> 1�9. 9 -21 . �6 . . Panel <br /> 7�6 .1 -17 . � . . Jamb <br /> 2�4 . 0 -24 .i0 . . Parapet <br /> , i <br /> LEFT ENDWALL: <br /> � <br /> -------------- � <br /> , <br /> ' I <br /> BAS IiC LOADS : � <br /> Dead Live Snow Collateral Basic Wind Load <br /> Load Load �Load Load Wind Ratio <br /> 2 .2 20 . 0 0 . 0 0 . 0 18 .4 1 . 00 <br /> WIND PRESSUR�E/SUCTION: <br /> Wi�nd Wind <br /> Press Suc�t <br /> �6 . 1 -17 . 6 . . Column <br /> �6 . 1 -17 . 6 . . Girt/Header <br /> � �6 . 1 -17 . 6 . . Jamb <br /> �1�9 . 9 -21. 6 . Panel <br /> �, <br /> 24 . 0 -24 . 0 . . Parapet <br /> WIND COEFFICTENTS : <br /> Su�f Rafte� � Wind 1 Rafter Wind 2 Bracing_Wind Long Surface <br /> Id Left Right Left Right Left Right Press Friction <br /> 1� 0 . 00 0 . 00 0 . 00 0 . 00 0 .32 -0 . 56 0 . 00 0 . 00 <br /> 2 -0 . 98 -0 . 63 -0 . 62 -0 .27 -0 . 98 -0 . 63 -0 . 95 0 . 00 <br /> 3 -0 . 63 -0 . 98 -0 .27 -0 . 62 -0 . 63 -0 . 98 -0 . 95 0 . 00 <br /> 4 0 . 00 0 . 00 0 . 00 0 . 00 -0 . 56 0 . 32 0 . 00 0 . 00 <br /> COLLTMN & BRA �ING DESIGN LOADS : <br /> Load Dead Snow/ Rafter Wind Brace Wind Long Column Wind I Aux Load <br /> No Id Dead �oll Live Left Right Left Right Wind Press Suct Seis � Id Coef <br /> 12 � 1 . 00 1 � 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 0 . 00 <br />