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Shutler Consulting Engineers,Inc. Project Title: <br /> 12503 Bel-Red Road Engineer. �. .. <br /> Suite 100 Project ID: <br /> Bellevue,WA 98005 Project Descr: O- <br /> (425)450-4075*Fax(425)450-4076 <br /> Printed:21 OCT 2020, 6:16PM <br /> File:Baywood Industrial.ecS <br /> General Beam <br /> SiIhlare copyright ENERCALC,INC.f9t13-2020 Bui!da2.20.8.i7 <br /> DESCRIPTION: transverse diaphragm(west span) <br /> General Beam Properties <br /> Elastic Modulus 29,000.0 ksi <br /> Span#1 Span Length = 224.0 ft Area= 10.0 in^2 Moment of Inertia = 100.0 inA4 <br /> E(0.0.735) E(0.961) <br /> E(0.583) o b o 0 o a <br /> a o o a a <br /> r <br /> Span=224.0ft <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Load for Span Number 1 <br /> Uniform Load: E=0.5830 k/ft,Extent=0.0—»168.0 ft, Tributary Width=1.0 ft <br /> Uniform Load: E=0.9610 k/ft,Extent=168.0—>>224.0 ft, Tributary Width=1.0 ft <br /> Varying Uniform Load: E=0.0->0.7350 k/ft,Extent=21.0—>>168.0 ft, Trib Width=1.011 <br /> DESIGN SUMMARY <br /> Maximum Bending= 6,186.275k-ft Maximum Shear= 112.517 k <br /> Load Combination E Only Load Combination E Only <br /> Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 <br /> Location of maximum on span 118.720 ft Location of maximum on span 224.000 ft <br /> Maximum Deflection <br /> Max Downward Transient Deflection ####.#F###in 0 <br /> Max Upward Transient Deflection 296.011 in 9 <br /> Max Downward Total Deflection 0.000 in 0 <br /> Max Upward Total Deflection 0.000 in 0 <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 93.265 112.517 <br /> Overall MINimum <br /> E Only 93.265 112.517 <br /> [ <br /> l,. <br />