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• <br /> General Beam Analysis Project File:Bankston Calculations.ec6 <br /> LICK:KW-06015057,Build:20.23.08.30 SFA ENGINEERING LLC (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: B2-existing beam analysis (for load generation purposes) <br /> General Beam Properties <br /> Elastic Modulus 29,000.0 ksi <br /> Span#1 Span Length = 0.750 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 <br /> Span#2 Span Length = 2.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 <br /> Span#3 Span Length = 2.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 <br /> Span#4 Span Length = 2.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 <br /> Span#5 Span Length = 2.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 <br /> Span#6 Span Length = 2.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 <br /> Span#7 Span Length = 2.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 <br /> D(0.1080)Lr(0.180) <br /> x x x x X <br /> X X (� <br /> 4/10 <br /> s ] 1 au.. � pI�R, <br /> Sp7=0.7OfSpan=2.Oft Span=2.Oft Span=2.Oft Span =2.Oft Span=2.Oft Span =2.0ft <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Loads on all spans... <br /> Uniform Load on ALL spans: D=0.0240, Lr=0.040 k/ft, Tributary Width=4.50 ft <br /> DESIGN SUMMARY <br /> Maximum Bending= 0.122 k-ft Maximum Shear= 0.3489 k <br /> Load Combination +D+Lr Load Combination +D+Lr <br /> Span#where maximum occurs Span#6 Span#where maximum occurs Span#6 <br /> Location of maximum on span 2.000 ft Location of maximum on span 2.000 ft <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.000 in 0 <br /> Max Upward Transient Deflection 0.000 in 0 <br /> Max Downward Total Deflection 0.000 in 1321241 <br /> Max Upward Total Deflection 0.000 in 0 <br /> Vertical Reactions Support notation:Far left is#' Values in KIPS <br /> Load Combination Support 1 Support 2 Support 3 Support 4 Support 5 Support 6 Support 7 Support 8 <br /> Overall MAXimum 0.494 0.588 0.571 0.582 0.555 0.653 0.227 <br /> Overall MINimum <br /> D Only 0.185 0.221 0.214 0.218 0.208 0.245 0.085 <br /> +D+Lr 0.494 0.588 0.571 0.582 0.555 0.653 0.227 <br /> +D+0.750Lr 0.417 0.496 0.482 0.491 0.468 0.551 0.192 <br /> +0.60D 0.111 0.132 0.129 0.131 0.125 0.147 0.051 <br /> Lr Only 0.309 0.368 0.357 0.364 0.347 0.408 0.142 <br />