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Project: <br />Location: <br />Client: <br />Job No: <br />Date: <br />Engineer: <br />P1.85 <br />BRACE TO CONCRETE DECK CONNECTION DESIGN <br />Brace Demand due to Seismic loading: <br />Braces spaced @6'-0" O.C: <br />PDL= WT=W x h x spacing =10.5psf x 8ft x 6ft=504lbs <br />Eh= Fp = 5psf x8ft x6ft =240lbs <br />No.of anchors= 2 <br />Input on Simpson: 504lbs/2 =252lbs; 240lbs/3=120lbs <br />***See next page for Simpson report <br />PDL <br />Eh <br />23-12434Saint Andrew <br />2-16-2024 <br />LR <br />P1.85 <br />1700 E St Andrew Pl - 101118387, <br />20182190, 30146952 & 40138878 <br />6/5/2024