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Project: <br />Location: <br />Client: <br />Job No: <br />Date: <br />Engineer: <br />P1.45 <br />SEISMIC CHECK: <br />Seismic force: Fp = 300lbs (see seismic design) <br />Check 45 degree Unistrut: <br />Tu=300 lbs/cos45 = 424lbs <br />Ts = 424lbs/1.4= 303 lbs <br />KL=1.0 x 4' x (1/cos45) x 12= 68in (we will using values of 72in) <br />Tall= 2,960 lbs > 303lbs -----> OK <br />See below for Unistrut P1000, maximum column load [Figure 5]K1 <br />Figure 4 <br />K1 <br />Figure 5 <br />Unistrut Design (alternative) CONT. <br />LR <br />X Engineering 24-3134 <br />04-30-24 <br />6 E Hutton Center Dr <br />Unit# 625 & 6509/23/2024