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Shutler Consulting Engineers,Inc, Project Title: . <br /> 12503 Bel-Red Road Engineer: -(. t- <br /> Pro ectID: i <br /> Bell <br /> Selleevuuee,,WA 98005 Project Descr: '194-\ a <br /> (425)450-4075*Fax(425)450-4076 S <br /> Printed:22 OCT 2020,12:21PM <br /> File:Baywood Industrial.ecs , i. <br /> , General Beam Software copyr0hl ENFRCALC,INC.1983-2020,8uild:12.20.8.17 <br /> S*7- KW 06000346 -�. �_; -" a �e „ _'' RX P`' h k '�y 4flit o' 5UL'IN(3.r EN9A.ltga_. - , ...r..�._ .c .:. ...- `. :'�_. � �� � ,maw .._aa- ._ •.� i <br /> DESCRIPTION: longitudinal diaphragm :, <br /> General Beam Properties; <br /> Elastic Modulus 29,000.0 ksi <br /> Span#1 Span Length = 295.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 in^4 <br /> E{0,0.867) E(0.739) i <br /> v a E(1.38) S v a v a <br /> a a v a <br /> , .r. _ ¢ mul .. A' y,JY,,9 -•a—.. Y, n - ..'f` 4 CF 4 'r' <br /> • ) <br /> Span=295.0 ft <br /> App11ed:L0adS Service loads entered. Load Factors will be applied for calculations. <br /> Uniform Load: E=1.380 k/ft, Tributary Width=1.0 ft <br /> Uniform Load: E=0.7390 k/ft,Extent=226.0--»295.0 ft, Tributary Width=1.0 ft <br /> Varying Uniform Load: E=0.0->0.8670 k/ft,Extent=0.0-->>226.0 ft, Trib Width=1.0 ft <br /> DESIGN SUMMARY .. i <br /> Maximum Bending= 20947.624k-ft Maximum Shear= 298.615 k s <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 153.400ft Location of maximum on span 295.000 ft <br /> Maximum Deflection I <br /> Max Downward Transient Deflection ####.###in 0 <br /> Max Upward Transient Deflection 1772.174 in 1 <br /> Max Downward Total Deflection 0.000 in 0 <br /> Max Upward Total Deflection 0.000 in 0 <br /> Vertical Reactions Support natation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 257.447 298.615 <br /> Overall MINimum <br /> E Only 257.447 298.61 5 <br /> • <br />