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Project: <br />Location: <br />Client: <br />Job No: <br />Date: <br />Engineer: <br />P1.37 <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 =9.5psf x 10ft x 6ft=570lbs <br />Eh= Fp = 5psf x10ft x6ft =300lbs <br />No.of anchors= 2 <br />Input on Simpson: 570lbs/2 =285lbs; 300lbs/2=150lbs <br />***See next page for Simpson report <br />PDL <br />Eh <br />LR <br />X Engineering 24-3134 <br />04-30-24 <br />6 E Hutton Center Dr <br />Unit# 625 & 6509/23/2024