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BY G. OHANIAN RACK DEOI( N & EN( INEERINc4 d0. SHEET NO. 10 <br /> DATE. 4-20-2023 412 WENT BROADWAY, QUITE #204 JOB NO.. RD-21177 <br /> ��.•'.LENDALE, CIA. 91204 <br /> SUBJECT E-MAIL: rackdeSli 1®gn gmail.com <br /> 96" <br /> - 1500 #/ LEVEL - <br /> 0 <br /> n <br /> 1500 #/ LEVEL <br /> I f <br /> 0 <br /> N <br /> N } 1500 #/ LEVEL <br /> / I ' <br /> 0 <br /> N <br /> 1 <br /> 0 <br /> TUNNEL BAY <br /> .12K 2.2 K <br /> LOAD PER COL. _ (4x3.0K)+(3x1.5K)=4.1 K o <br /> 4 cot.. <br /> .10K 2.2 K 7.4 <br /> W=.20L+ (4.1PLx0.67)=2.9 K <br /> V .33 K .07K 7.4 K 9.8 K <br /> LONGIT. <br /> 0 <br /> .04K 9.8 K <br /> 0 <br /> 11.2"K <br /> n <br /> .33 K 1 1.2"K <br /> MOMENT AT BEAM CONNECTION <br /> .5x.09x1 x65=2.9 K BEARING CAPACITY 9,g"K <br /> OF COL. HOLE <br /> 7/16"96 RIVET <br /> A = .1 Fy = 79 KSI <br /> Pa = .1x79x.4 = 3K ® i 21.0"K <br /> ® I JMa =(2.9 Kx6")+(2.0 Kx4") =25.4"K 4 PIN CONN. <br /> CONN. <br /> MEND-.O1XWI2= 1.2 K <br /> M = 21.O K M =22.2 K 11.2 K <br /> SEISMIC TOTAL <br />