Laserfiche WebLink
Title Block Line 1 Project Title: <br /> • You can change this area En9ineer: Project ID: <br /> using the"Settings"menu item Project Descr: <br /> and then using the"Printing& <br /> Title Block"selection. <br /> Title Block Line 6 Printed:15 NOV 2017,2:56P10 <br /> Concrete Beam >Projects117015 Camp&Associates1200 Verizon1270 SEA DT Everett)SlrucluraftEngineeringlpenthouse roof ec6 g <br /> ENERCALC,INC.1983-2017,Build:10.17.8.29,Ver:10.17.8.29 <br /> Lic.#: KW-06005155 Licensee:CG ENGL11 r..%J <br /> Description: exist girder <br /> CODE REFERENCES <br /> Calculations per ACI 318-14, IBC 2015,ASCE 7-10 <br /> Load Combination Set: IBC 2015 <br /> Material Properties <br /> fct12 4.0 ksi d Phi Values Flexure: 0.90 <br /> fr= fc *7.50 = 474.342 psi Shear: 0.750 <br /> W Density = 150.0 pcf R = 0.850 <br /> LtWt Factor = 1.0 <br /> Elastic Modulus = 3,122.0 ksi Fy-Stirrups 40.0 ksi <br /> fy Main Rebar = 60.0 ksi E-Stirrups = 29,000.0 ksi <br /> E-Main Rebar = 29,000.0 ksi Stirrup Bar Size# 3 <br /> Number of Resisting Legs Per Stirrup= 2 <br /> . <br /> • <br /> CD D(18.661 S(4.164) <br /> 17.580 ft <br /> lb WXL4' Fl <br /> C> <br /> Cross Section&Reinforcing Details <br /> Rectangular Section, Width=16.0 in, Height=24.0 in <br /> Span#1 Reinforcing.... <br /> 4-#5 at 3.0 in from Bottom,from 0.0 to 17.580 ft in this span ' <br /> Applied Loads Service loads entered.Load Factors'Will be applied for calculations. <br /> Beam self weight calculated and added to loads <br /> Point Load: D=18.661, S=4.164 k a8.80 ft /7'/ <br /> DESIGN SUMMARY ' Design N.G. <br /> Maximum Bending Stress Ratio = 0.617 : 1 Maximum Deflection <br /> Section used for this span Typical Section Max Downward Transient Deflection 0.004 in Ratio= 59667>=36 <br /> Mu:Applied 69.944 k-ft Max Upward Transient Deflection 0.000 in Ratio= 0<360 <br /> Mn*Phi:Allowable 113.364 k-ft Max Downward Total Deflection 0.022 in Ratio= 9431>=18 <br /> Max Upward Total Deflection 0.000 in Ratio= 999<180 <br /> Location of maximum on span 8.806 ft <br /> Span#where maximum occurs Span#1 <br /> Vertical Reactions Support notation:Far left is#1 <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 14.909 14.948 <br /> Overall MINimum 2.078 2.086 <br /> +D+I-1 12.831 12.862 <br /> +D+L+H 12.831 12.862 <br /> +D+Lr+H 12.831 12.862 <br /> +D+S+H 14.909 14.948 <br /> +D+0.750Lr+0.750L+H 12.831 12.862 <br /> +0+0.750L+0,7505+H 14.389 14.427 <br /> +D+0.60W+H 12.831 12.862 <br /> +D+0.70E+H 12.831 12.862 <br /> +0+0.750Lr+0,750L+0.450W+H 12.831 12.862 <br /> +0+0.750L+0.750S+0.450W+H 14.389 14.427 <br /> +D+0.750L+0.7505+0.5250E+H 14.389 14.427 <br /> +0.60D+0.60W+0.60H 7.698 7.717 Z3 <br />