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General Beam Analysis <br />LIC# : KW-06017527, Build:20.23.2.14 HOLMES STRUCTURES (c) ENERCALC INC 1983-2022 <br />DESCRIPTION:E/W Diaphragm <br />Project File: Cypress_Gravity.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />General Beam Properties <br />Elastic Modulus ksi29,000.0 <br />100.0Span #1 in^4Area =in^2 Moment of Inertia =Span Length =10.016.50 ft <br />100.0Span #2 in^4Area =in^2 Moment of Inertia =Span Length =10.026.0 ft <br />.Service loads entered. Load Factors will be applied for calculations.Applied Loads <br />Load for Span Number 1 <br />Uniform Load : E = 0.4470 k/ft, Tributary Width = 1.0 ft, (EQ (19k / 42.5')) <br />Load for Span Number 2 <br />Uniform Load : E = 0.4470 k/ft, Tributary Width = 1.0 ft, (EQ (19k / 42.5')) <br />.DESIGN SUMMARY <br />Maximum Bending = <br />Load Combination E Only * 0.70 <br />Span # where maximum occurs Span # 1 <br />Location of maximum on span 16.500 ft <br />4.849 k <br />Span # where maximum occurs <br />Location of maximum on span <br />Span # 1 <br />Load Combination E Only * 0.70 <br />Maximum Shear = <br />16.500 ft <br />20.309 k-ft <br />Maximum Deflection <br />Max Downward Transient Deflection 0.871 in 358 <br />Max Upward Transient Deflection -0.074 in 2666 <br />Max Downward Total Deflection 0.610 in 511 <br />Max Upward Total Deflection -0.052 in 3808 <br />. <br />Load Combination Support 1 Support 2 Support 3 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Overall MAXimum 1.929 4.69512.373 <br />Overall MINimum <br />E Only * 0.70 1.351 3.2878.661 <br />E Only * 0.5250 1.013 2.4656.496 <br />E Only 1.929 4.69512.373 <br />100 <br />GL-3 GL-2 GL-1