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22 of 35 <br /> Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Concrete Beam Software cop <br /> yright ENERCALC,INC.1983-2020,BuiId:12.20.8.24 <br /> Lie.#:KW-06011993 L120 Engineering and Design <br /> DESCRIPTIO 8ft Concrete Beam w/Channel- Max Point Load <br /> CODE REFERENCES <br /> Calculations per ACI 318-14, IBC 2015, CBC 2016,ASCE 7-10 <br /> Load Combination Set:ASCE 7-10 <br /> Material Properties <br /> fc 1/2 2.50 ksi 4) Phi Values Flexure: 0.90 e' <br /> fr= fc 7.50 = 375.0 psi Shear: 0.750 • C6x8.2 <br /> 111 Density = 145.0 pcf R 1 = 0.850 <br /> X LtWt Facto = 1.0 5i8"ex4"Titen HD <br /> Elastic Moduli= 3,122.0 ksi Fy-Stirrups 36.0 ksi Screw Anchor @ 18'oc <br /> fy Main Reba= 36.0 ksi E-Stirrups = 29,000.0 ksi <br /> E Main Reba- 2s,000.0 ksi Stirrup Bar Size# 3 STEEL AREA EQUIV. -6"max <br /> (1>#1a=2.25in` ... .,,� . <br /> Nun ber of Resisting Legs Per Stirrup= 2 C6x8.2=2.39in` <br /> f.EQUIV. I . <br /> C6x8.2=36ksi <br /> • 12" • <br /> D 8 L(10)S(1O) <br /> Loading is conservative and <br /> therefore has not been reduced <br /> for loads calculated on previous <br /> page. a i <br /> APB•h <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 13.0 in from Bottom,from 0.0 to 8.0 ft in this span <br /> Beam self weight calculated and added to loads <br /> Point Load : D=8.0, L= 10.0, S= 10.0 k @ 4.0 ft, (Loading from above(2-story)-Pt load) <br /> DESIGN SUMMARY Desi•n OK <br /> Maximum Bending Stress Ratio = 0.983 : 1 Maximum Deflection <br /> Section used for this span Typical Section Max Downward Transient Deflection 0.004 in Ratio= 22992>=36i <br /> Mu:Applied 63.409 k-ft Max Upward Transient Deflection 0.000 in Ratio= S<360. <br /> Mn*Phi:Allowable 64.502 k-ft Max Downward Total Deflection 0.021 in Ratio= 4600>=24i <br /> Max Upward Total Deflection 0.000 in Ratio= <240. <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 12.467 12.467 <br /> Overall MINimum 2.980 2.980 <br /> +D+H 4.967 4.967 <br /> +D+L+H 9.967 9.967 <br /> +D+Lr+H 4.967 4.967 <br /> +D+S+H 9.967 9.967 <br /> +D+0.750Lr+0.750L+H 8.717 8.717 <br /> +D+0.750L+0.7505+H 12.467 12.467 <br /> +D+0.60W+H 4.967 4.967 <br /> +D+0.70E+H 4.967 4.967 <br /> +D+0.750Lr+0.750L+0.450W+H 8.717 8.717 <br /> +D+0.750L+0.7505+0.450W+H 12.467 12.467 <br /> +D+0.750L+0.750S+0.5250E+H 12.467 12.467 <br /> +0.60D+0.60W+0.60H 2.980 2.980 <br />