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Pitzcr & Assodates, PLLC <br />ib-128 1SL 4GL ELF IFiC vcr12�1 uncd <br />3.0 Wi�d Analvsis (cont.) <br />Contrullinq Load Combination for Wind Loads <br />0 6'W cd�„��� �� ��. r�/��,,; <br />Diaphraqm Sail Areas <br />Roof Diaphregm: <br />FronURear Direction <br />(Longitudinal) <br />Honzo�tal VcrtiWl <br />� Afr :�= 72�fl? ; Elr .216.ft? <br />� <br />BIr.= 222R? Fh:= �l6'R I <br />;ctr:_It`I�rt? 'ce:=333rt? <br />' I <br />._ar_-342�nZ �H�n-333.n2 <br />❑� Shear falculations� <br />4.0 Wind Shear Forces and Uplift <br />WIND SHEAR CALCULATIONS <br />Shear Forces: <br />Shear Forces FronUBack Diredion <br />R�o� Diaphragm V� h- 7aa016 <br />rota� oasc sncar vT,�� =�7 01 <br />Uplik Forces: <br />Tolal Upfift _U,,e� = 2402,Ib': <br />OpDosing LNa�1 Loaa <br />1 SL Version 12. 9 <br />Side/Side Direction <br />(Transverse) <br />Honzontal Vetliral <br />____ ' �—'. —� <br />� <br />�Asr=�Id8�ft2• iEsr:= 183.fl`, <br />��sr. 23�ft?' 1Fsr:=183�fl21 <br />�,�Csr:=S88�J �Gsr.-36Gfl`i <br />i <br />�_Dsr �._�9 fl? .Hsr__ 3G6_ (t � <br />Shear Forces Side�Side Direction <br />Rool UiapNagm Vrss - I�03� Ih <br />Tolal ease Shear VT.� W432i <br />TOWI Uplifl <br />ODPosing Ucad load <br />iomzo�a <br />�/ai <br />Page 4 <br />