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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 />Framing Check: North-South Screen Support (For Members w (E) Reinfocement) <br />ybrace =4 ft Height at which brace frames into vertical member <br />Rwind =1139.2 lbs Lateral reaction on brace <br />xp =4.75 ft Distance from parapet to (E) beam <br />H =8.5 ft Total height of windscreen <br />ϴbrace =60.8 deg Brace angle <br />Pwind =2038.6 lbs Vertical wind demand from brace force acting on framing <br />x1 =8 ft Span location where demand acts <br />x2 =16 ft Span location where demand acts <br />L =22 ft Member span <br />tw =6.4 ft Trib width of member <br />I(E)/Itotal =0.5163 Ratio of (E) member moment of interia/modulus of elastic product to sum (See previous) <br />I(R)/Itotal =0.2419 Ratio of (E) reinforcing member moment of interia/modulus of elastic product to sum (See previous) <br />Pwind,m =1052.4 lbs Vertical wind demand from brace force acting on (E) main member <br />Pwind,r =493.1 lbs Vertical wind demand from brace force acting on (E) reinforcing member <br />x1 =8 ft Span location where demand acts <br />x2 =16 ft Span location where demand acts <br />See Attached Enercalc Reports <br /> BRANDOW & JOHNSTON STRUCTURAL & CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH <br />CHECK 3: <br />3009 S Daimler St <br />11/18/2024