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21 of 34 <br /> Project Title: <br /> Case 1. Point Load Engineer: <br /> Project ID: <br /> 8'-O" O.C. spacing Project Descr: <br /> F <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- Point Load <br /> CODE REFERENCES -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 er, Phi Values Flexure: 0.90 . 8' ' <br /> fr= fc2 7.50 = 375.0 psi Shear: 0.750 I C6x8.2 <br /> NI Density = 145.0 pcf 13 1 = 0.850 <br /> A. LtWt Facto = 1.0 Anchor @ 12"o.c.5/8"ex4"Titan HD Screw <br /> Elastic ModuILF 3,122.0 ksi Fy-Stirrups 36.0 ksi <br /> -7-fy Main Reba 36.0 ksi E-Stirrups = 29,000.0 ksi z6• <br /> Stirrup Bar Size# 3 STEEL AREA EQUIV. "max <br /> E-Main Reba= 29,00 i.0 ksi (1)#14=2.25in' �/ -1- <br /> Nu •-r of Resisting Legs Per Stirrup= 2 C6x8.2=2.39in' <br /> f.EQUIV. .__------__.J . <br /> C6x8.2=36ksi <br /> . 12• . <br /> D(6.4)L(6.4)S(3.2) <br /> PIE 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 /> Beam self weight calculated and added to loads <br /> Point Load : D=6.40, L=6.40, S=3.20 k @ 4.0 ft <br /> DESIGN SUMMARY Design OK <br /> Maximum Bending Stress Ratio = 0.585 : 1 Maximum Deflection <br /> Section used for this span Typical Section Max Downward Transient Deflection 0.003 in Ratio= 35925>=361 <br /> Mu:Applied 41.289 k-ft Max Upward Transient Deflection 0.000 in Ratio= 0<360. <br /> Mn*Phi :Allowable 70.577 k-ft Max Downward Total Deflection 0.006 in Ratio= 15526>=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 7.767 7.767 <br /> Overall MINimum 1.600 1.600 <br /> +D+H 4.167 4.167 <br /> +D+L+H 7.367 7.367 <br /> +D+Lr+H 4.167 4.167 <br /> +D+S+H 5.767 5.767 <br /> +D+0.750Lr+0.750L+H 6.567 6.567 <br /> +D+0.750L+0.750S+H 7.767 7.767 <br /> +D+0.60W+H 4.167 4.167 <br /> +D+0.70E+H 4.167 4.167 <br /> +D+0.750Lr+0.750L+0.450W+H 6.567 6.567 <br /> +D+0.750L+0.750S+0.450W+H 7.767 7.767 <br /> +D+0.750L+0.750S+0.5250E+H 7.767 7.767 <br /> +0.60D+0.60W+0.60H 2.500 2.500 <br />