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25 of 34 <br /> Project Title: <br /> Case 2. Uniform Load Engineer: <br /> Project ID: <br /> 8'-0" o.c. spacing Project Descr: <br /> Concrete Beam Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 <br /> Lic.#:KW-06011993 L120 Engineering and Design <br /> DESCRIPTIO Concrete Ftn w/C6x8.2-8ft Span -Uniform Load <br /> CODE REFERENCES <br /> Calculations per ACI 318-14, IBC 2015, CBC 2016,ASCE 7-10 <br /> Load Combination Set: IBC 2018 <br /> Material Properties <br /> fc = 2.50 ksi (5 Phi Values Flexure : 0.90 • 8' • <br /> 1/2 <br /> fr= fc 7.50 = 375.0 psi Shear: 0.750 • C6x8.2 <br /> tit Density = 145.0 pcf R 1 = 0.850 <br /> X LtWt Facto = 1.0 5i8"0x4"Titen HD Screw <br /> Elastic Modulus 3,122.0 ksi Fy-Stirrups 36.0 ksi Anchor @ 12"°.°. <br /> fy Main Reba= 36.0 ksi E-Stirrups = 29,000.0 ksi 26' <br /> E Main Reba= 29,0' .0 ksi Stirrup Bar Size# 3 STEEL AREA EQUIV. 6"max <br /> (u#14=2.25in' <br /> Nu --r of Resisting Legs Per Stirrup= 2 C6x8.2=2.39in' <br /> 1 <br /> f.EQUIV. I • <br /> C6x8.2=36ksi <br /> • 12' • <br /> Dk0.8).L(0.8)S(0.4) <br /> PIE a„w" „h PILE <br /> Cross Section & Reinforcing Details <br /> Inverted Tee Section, Stem Width=8.0 in, Total Height=26.0 in,Top Flange Width= 12.0 in, Flange Thickness=8.0 in <br /> Span#1 Reinforcing.... <br /> 1-#14 at 12.0 in from Bottom,from 0.0 to 8.0 ft in this span <br /> Load for Span Number 1 <br /> Uniform Load : D=0.80, L=0.80, S=0.40 k/ft, Tributary Width = 1.0 ft <br /> DESIGN SUMMARY Design OK <br /> Maximum Bending Stress Ratio = 0.277 : 1 Maximum Deflection <br /> Section used for this span Typical Section Max Downward Transient Deflection 0.002 in Ratio= 57476>=36( <br /> Mu:Applied 19.520 k-ft Max Upward Transient Deflection 0.000 in Ratio= 0<360. <br /> Mn*Phi:Allowable 70.577 k-ft Max Downward Total Deflection 0.004 in Ratio= 27047>=181 <br /> Max Upward Total Deflection 0.000 in Ratio= 0<180. <br /> Location of maximum on span 4.007 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 6.800 6.800 <br /> Overall MINimum 1.600 1.600 <br /> +D+H 3.200 3.200 <br /> +D+L+H 6.400 6.400 <br /> +D+Lr+H 3.200 3.200 <br /> +D+S+H 4.800 4.800 <br /> +D+0.750Lr+0.750L+H 5.600 5.600 <br /> +D+0.750L+0.7505+H 6.800 6.800 <br /> +D+0.60W+H 3.200 3.200 <br /> +D+0.70E+H 3.200 3.200 <br /> +D+0.750Lr+0.750L+0.450W+H 5.600 5.600 <br /> +D+0.750L+0.750S+0.450W+H 6.800 6.800 <br /> +D+0.750L+0.750S+0.5250E+H 6.800 6.800 <br /> +0.60D+0.60W+0.60H 1.920 1.920 <br />