Laserfiche WebLink
General Beam Analysis <br />LIC# : KW-06019350, Build:20.23.05.25 Motive Energy Inc.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:D.2 - 3 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 />Overall MAXimum Envelope <br />Dsgn. L = 1.88 ft 1 0.12 -0.04 0.12 0.38 <br />Dsgn. L = 1.88 ft 2 -0.00 -0.05 0.05 0.40 <br />Dsgn. L = 1.88 ft 3 0.08 -0.06 0.08 0.40 <br />Dsgn. L = 1.88 ft 4 0.08 -0.06 0.08 0.40 <br />D Only <br />Dsgn. L = 1.88 ft 1 0.05 -0.02 0.05 0.16 <br />Dsgn. L = 1.88 ft 2 -0.00 -0.02 0.02 0.17 <br />Dsgn. L = 1.88 ft 3 0.03 -0.03 0.03 0.17 <br />Dsgn. L = 1.88 ft 4 0.03 -0.03 0.03 0.17 <br />+D+0.60W <br />Dsgn. L = 1.88 ft 1 0.12 -0.04 0.12 0.38 <br />Dsgn. L = 1.88 ft 2 -0.00 -0.05 0.05 0.40 <br />Dsgn. L = 1.88 ft 3 0.08 -0.06 0.08 0.40 <br />Dsgn. L = 1.88 ft 4 0.08 -0.06 0.08 0.40 <br />+D+0.450W <br />Dsgn. L = 1.88 ft 1 0.11 -0.04 0.11 0.33 <br />Dsgn. L = 1.88 ft 2 -0.00 -0.04 0.04 0.34 <br />Dsgn. L = 1.88 ft 3 0.07 -0.05 0.07 0.34 <br />Dsgn. L = 1.88 ft 4 0.07 -0.05 0.07 0.34 <br />+0.60D+0.60W <br />Dsgn. L = 1.88 ft 1 0.10 -0.03 0.10 0.32 <br />Dsgn. L = 1.88 ft 2 -0.00 -0.04 0.04 0.33 <br />Dsgn. L = 1.88 ft 3 0.07 -0.05 0.07 0.33 <br />Dsgn. L = 1.88 ft 4 0.07 -0.05 0.07 0.33 <br />+0.60D <br />Dsgn. L = 1.88 ft 1 0.03 -0.01 0.03 0.10 <br />Dsgn. L = 1.88 ft 2 -0.00 -0.01 0.01 0.10 <br />Dsgn. L = 1.88 ft 3 0.02 -0.02 0.02 0.10 <br />Dsgn. L = 1.88 ft 4 0.02 -0.02 0.02 0.10 <br />P-20 <br />1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024