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i <br /> • <br /> Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> General Beam Anal SIS File=S:Uobs1s191s1909\s1909016-2902 Colby Ave N\wo190918\191004_enercalctrib_190129_s1909016.ec6 <br /> y Software copyright ENERCALC,INC.1983-2018,Build:10.18.10.1 . <br /> Lic.#:KW-06006655 Licensee:SOUND STRUCTURAL SOLUTIONS <br /> Description: rail backer stud-load at btm rail <br /> General Beam Properties <br /> Elastic Modulus 29,000.0 ksi <br /> Span#1 Span Length = 19.20 ft Area= 1.340 in^2 Moment of Inertia = 11.404 in^4 <br /> D(-.25) D(0125) <br /> X <br /> Span=19.20 ft <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Load(s)for Span Number 1 <br /> Point Load: D=0.250 k @ 9.0 ft <br /> Point Load: D=-0.250 k @ 1.333 ft <br /> DESIGN SUMMARY <br /> Maximum Bending= 1.016 k-ft Maximum Shear= 0.1502 k <br /> Load Combination +D+H Load Combination +D+H <br /> Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 <br /> Location of maximum on span 9.024 ft Location of maximum on span 1.344 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 0.153 in 1509 <br /> Max Upward Total Deflection 0.001 in 194241 <br /> Maximum Forces&Stresses for Load Combinations <br /> Load Combination Max Stress Ratios Summary of Moment Values (k-ft) Shear Values (k) <br /> Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx Mnx/0mega Cb Rm Va Max Vnx Vnx/Omega <br /> Overall MAXimum Envelope <br /> Dsgn.L= 19.20 ft 1 1.02 -0.13 1.02 0.15 <br /> +D+H <br /> Dsgn.L= 19.20 ft 1 1.02 -0.13 1.02 0.15 <br /> +D+L+H <br /> Dsgn.L= 19.20 ft 1 1.02 -0.13 1.02 0.15 <br /> +D+Lr+H <br /> Dsgn.L= 19.20 ft 1 1.02 -0.13 1.02 0.15 <br /> +D+S+H <br /> Dsgn.L= 19.20 ft 1 1.02 -0.13 1.02 0.15 <br /> +D+0.750Lr+0.750L+H <br /> Dsgn.L= 19.20 ft 1 1.02 -0.13 1.02 0.15 <br /> +D+0.750L+0.750S+H <br /> Dsgn.L= 19.20 ft 1 1.02 -0.13 1.02 0.15 <br /> +D+0.60W+H <br /> Dsgn.L= 19.20 ft 1 1.02 -0.13 1.02 0.15 <br /> +D+0.70E+H <br /> Dsgn.L= 19.20 ft 1 1.02 -0.13 1.02 0.15 <br /> +D+0.750 Lr+0.750 L+0.450 W+H <br /> Dsgn.L= 19.20 ft 1 1.02 -0.13 1.02 0.15 <br /> +D+0.750L+0.7505+0.450W+H <br /> Dsgn.L= 19.20 ft 1 1.02 -0.13 1.02 0.15 <br /> +D+0.750L+0.750S+0.5250E+H <br /> Dsgn.L= 19.20 ft 1 1.02 -0.13 1.02 0.15 <br /> +0.60D+0.60W+0.60H <br /> Dsgn.L= 19.20 ft 1 0.61 -0.08 0.61 0.09 <br /> +0.60D+0.70E+0.60H <br /> Dsgn.L= 19.20 ft 1 0.61 -0.08 0.61 0.09 Cl <br />