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'yF� <br /> ��.......... ��� . <br /> � <br /> Current Date:3/19/2015 9:47 AM <br /> Units system:English <br /> File name:S:1Drawings\{O'Reilly Stores}\{2014}\14-164 Zephyrhills,FL15.CalculationslSign Wall CaIcslSign Wall.msw\ <br /> Des�gn Results <br /> Masonry wall <br /> GENERAL INFORMATION: � <br /> Global status : OK I�, <br /> I <br /> Design code . ACI 530-05 ASD i <br /> Geometrv: <br /> Total height . 3.33[ft] <br /> Total length . 15.00[ft] <br /> Base support type . Continuous i <br /> Wall bottom restraint . Fixed <br /> Column bottom restraint . Fixed <br /> Rigidity elements . None <br /> Materials: I, <br /> Material . CMU 1.5-60 <br /> Mortar type . Port/Mort-M/S <br /> Grouting type . Partial grouting <br /> Mortar bed type . Full bed <br /> Masonry compression strength(F'm) . 1.5[Kip/in2] <br /> Steel tension strength(fy) . 60[Kip/in2] <br />' Steel allowable tension strength(Fs) . 24[Kip/in2] <br /> Steel elasticity modulus(Es) . 29000[Kip/in2] <br /> Masonry elasticity modulus(Em) . 1350[Kipfin2] <br /> Masonry unit weight . 0.135[Kip/ft3] <br /> Number of stories: 1 <br /> Story Story height Wall thickness Effective unit wetght <br /> [ft] [in] [Kip/ft3] <br /> 1 3.33 7.63 0.07 <br />, Load conditions: <br />� ID Comb. Category Description <br />� --- - ---------------- --------------°--------------------- <br /> DL No DL Dead Load <br /> WL No WIND Wind Load <br /> D1 Yes DL <br /> D2 Yes DL+WL <br /> D3 Yes O.6DL+WL <br /> S1 Yes DL <br /> S2 Yes DL+WL <br /> S3 Yes 0.6DL+WL <br /> Distributed loads: <br /> Consider self weight . DL <br /> Page1 • <br />