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19 of 32 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Concrete Beam Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 <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 = <br />2.50 ksi <br />Phi Values Flexure <br />: 0.90 <br />112 <br />fr = fc 7.50 <br />= 375.0 psi <br />Shear: <br />0.750 <br />W Density <br />= 145.0 pcf <br />R 1 = <br />0.850 <br />�, LtWt Facto <br />= 1.0 <br />Elastic Modulus <br />3,122.0 ksi <br />Fy - Stirrups <br />36.0 ksi <br />fy - Main Reba= <br />36.0 ksi <br />E - Stirrups 29,000.0 ksi <br />Stirrup Bar Size # <br />3 <br />E - Main Reba= 2 ,000.0 ksi <br />Nu ber of Resisting Legs Per Stirrup = 2 <br />f EQUIV. <br />C6x8.2 = 36ksi <br />8" <br />C6x8.2 <br />5/8"Ox4' Titen HD <br />Screw Anchor @ 18"oc <br />26" <br />STEEL AREA EQUIV. �6" max <br />25 <br />C6x8.2 = 2.39in` <br />In <br />D(91 L(l0) S(10) <br />Loading is conservative and <br />therefore has not been reduced for loads calculated on previous <br />page. <br />�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 />1414 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 <br />from above (2-story) - Pt load) <br />DESIGN SUMMARY <br />Maximum Bending Stress Ratio <br />0.983 : 1 <br />Maximum Deflection <br />Section used for this span <br />Typical Section <br />Max Downward Transient Deflection <br />Mu: Applied <br />63.409 k-ft <br />Max Upward Transient Deflection <br />Mn ' Phi: Allowable <br />64.502 k-ft <br />Max Downward Total Deflection <br />Max Upward Total Deflection <br />Location of maximum on span <br />4.007 ft <br />Span # where maximum occurs <br />Span # 1 <br />Vertical Reactions Support notation : Far left is #1 <br />Load Combination <br />Support 1 <br />Support 2 <br />Overall MAXimum <br />12.467 <br />12.467 <br />Overall MINimum <br />2.980 <br />2.980 <br />+D+H <br />4.967 <br />4.967 <br />+D+L+H <br />9.967 <br />9.967 <br />+D+Lr+H <br />4.967 <br />4.967 <br />+D+S+H <br />9.967 <br />9.967 <br />+D+0.750Lr+0.750L+H <br />8.717 <br />8.717 <br />+D+0.750L+0.750S+H <br />12.467 <br />12.467 <br />+D+0.60W+H <br />4.967 <br />4.967 <br />+D+0.70E+H <br />4.967 <br />4.967 <br />+D+0.750Lr+0.750L+0.450W+H <br />8.717 <br />8.717 <br />+D+0.750L+0.750S+0.450W+H <br />12.467 <br />12.467 <br />+D+0.750L+0.750S+0.5250E+H <br />12.467 <br />12.467 <br />+0.60D+0.60W+0.60H <br />2.980 <br />2.980 <br />0.004 in Ratio = 22992 -361 <br />0.000 in Ratio = 0 <360, <br />0.021 in Ratio= 4600-241 <br />0.000 in Ratio = 0 <240. <br />