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PROJECT <br />CLIENT <br />LOCATION <br />ITEM <br />Edwards Advanced Catheter Lab TI <br />TDA Architects <br />Santa Ana, CA <br />Anchorage <br />S24-0082 <br />SHEET # <br />ENGINEER <br />DATE <br />JOB # <br />7/22/2024 <br />C. Landis <br />Baseplate Design <br />Demand <br />L =11 in Total length of baseplate <br />W =3.5 in Total width of baseplate <br />dedge =1.5 in Distance from edge of plate to bolt CL <br />Lb =4 in Length of plate in bending <br />Pu =1574.1 lbs Ultimate uplift demand at anchor location <br />Mu =6296.4 lb-in Flexural demand baseplate critical section <br />Capacity <br />Fy =36 ksi Yield strength of plate <br />t =0.625 in Thickness of plate <br />Zx =0.3418 in 3 Section modulus of baseplate <br />ɸMn =12305 lb-in Flexural capacity of section <br />O.K. <br />Roof Screen At Parapet Alternate Anchorage <br />Tu =1710 lbs Worst case tensile demand in anchorage (See node reactions) <br />Vu,x =491 lbs Worst case shear demand in anchorage (See node reactions) <br />Vu,z =1300 lbs Worst case shear demand in anchorage (See node reactions) <br />See Attached Anchorage Calculations <br /> BRANDOW & JOHNSTON STRUCTURAL & CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH <br />3009 S Daimler St <br />11/18/2024