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General Beam Analysis <br />LIC# : KW-06019350, Build:20.23.05.25 Motive Energy Inc.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:D.1 - 2 supports within spans. PV & SHTG ARE PARALLEL. <br />Project File: Structural Calcs.ec6 <br />Project Title:Samueli Academy-Bldg B <br />Engineer:Elie Sayegh, PE <br />Project ID:1,074,220,072 <br />Project Descr:Building B <br />Span # <br />Summary of Moment Values (k-ft)Load Combination Shear Values (k)Max Stress Ratios <br />M V Mmax -Mmax +Rm VnxMa - Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length <br />Dsgn. L = 1.88 ft 4 0.08 -0.04 0.08 0.14 <br />+D+0.60W <br />Dsgn. L = 1.88 ft 1 -0.08 0.08 0.27 <br />Dsgn. L = 1.88 ft 2 0.16 -0.08 0.16 0.27 <br />Dsgn. L = 1.88 ft 3 -0.00 -0.08 0.08 0.30 <br />Dsgn. L = 1.88 ft 4 0.18 -0.08 0.18 0.30 <br />+D+0.450W <br />Dsgn. L = 1.88 ft 1 -0.07 0.07 0.24 <br />Dsgn. L = 1.88 ft 2 0.13 -0.07 0.13 0.24 <br />Dsgn. L = 1.88 ft 3 -0.00 -0.07 0.07 0.26 <br />Dsgn. L = 1.88 ft 4 0.16 -0.07 0.16 0.26 <br />+0.60D+0.60W <br />Dsgn. L = 1.88 ft 1 -0.07 0.07 0.22 <br />Dsgn. L = 1.88 ft 2 0.13 -0.07 0.13 0.22 <br />Dsgn. L = 1.88 ft 3 -0.00 -0.07 0.07 0.25 <br />Dsgn. L = 1.88 ft 4 0.15 -0.07 0.15 0.25 <br />+0.60D <br />Dsgn. L = 1.88 ft 1 0.00 -0.02 0.02 0.08 <br />Dsgn. L = 1.88 ft 2 0.04 -0.02 0.04 0.08 <br />Dsgn. L = 1.88 ft 3 -0.00 -0.02 0.02 0.08 <br />Dsgn. L = 1.88 ft 4 0.05 -0.02 0.05 0.08 <br />P-18 <br />1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024