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WARNING:Detail Report Based On Less Than 10 Sections! <br /> Beam: fy11 <br /> Shape: CRECT21X12 Concrete Stress Block: Rectangular Area: 642 inA2 <br /> Material: Conc5500NW Composite: T or L Section J: 10728.94 inA4 <br /> Length: 38.667 ft Cracked Sections Used: Yes <br /> I Joint: N1 Cracked'I'Factor: .35 <br /> J Joint: N2 Effective'I': 6954.809 inA4 <br /> Report Based On 5 Sections <br /> 19.485 at 0 ft <br /> A k k Vz k <br /> -31.672 at 38.667 ft <br /> 247.431 at 38.667 ft <br /> T k-ft Mz ram; k-ft My k-ft <br /> -213.619 at 19.333 ft <br /> Beam Design does not consider any'T&'My Moments,nor'A'&'Vz'Forces. <br /> AC1318-14 Code Check <br /> Bot Bending Check 0.670 Shear Check 0.820 <br /> Location 38.667 ft Location 14.5 ft Location 37.056 ft <br /> Gov Muz Top 247.431 k-ft Gov Muz Bot -143.183 k-ft Gov Vuy 29.604 k <br /> phi*Mnz Top 81.393 k-ft phi*Mnz Bot 213.619 k-ft phi*Vny 36.092 k <br /> Tension Bar Fy 60 ksi Concrete Weight .145 klftA3 <br /> Shear Bar Fy 60 ksi ?, 1 <br /> F'c 5.5 ksi E_Concrete 3644 ksi <br /> Slab Ave.Thickness 5 in Left Eff.Width 39 in Right Eff.Width 39 in <br /> Flex.Rebar Set ASTM A615 Min 1 Bar Dia Spac. No Legs/Stirrup 1 <br /> Shear Rebar Set ASTM A615 Threshold Torsion 5.838 k-ft <br /> Vlox.Rai- •' <br /> RISA-3D Version 15.0.4 [C:\...\...\...\GED-328 SA\Analysis\GED-328R1 PT Beam(TH-KSH 0817).r3d) Page 1 <br />