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Beam: M3 <br /> Shape: CRECTSX12 Concrete Stress Block: Rectangular <br /> Material: Conc5500NW Cracked Sec6ons Used: Yes <br /> Length: 6.5 ft Cracked'I'Factor: .35 <br /> I Joint: N4 Effective'I': 43.75 in^4 <br /> J Joint: N5 <br /> Code Check: D.$63 (LC 1} <br /> Report Based On 97 Sections <br /> 3.461 at O ft <br /> � ,,.�;,. <br /> p __....�...__._.. W_- k Vy -., - =. k Vz __� k <br /> t� <br /> -4.164 at 6.5 ft <br /> 4.826 at 6.5 ft <br /> T k�ft Mz k-ft My k"ft <br /> -2.563 at 2.979 ft <br /> Beam Design does not consider any'T'&'My'Moments,nor'A'&'Vz'Forces. <br /> AC/398-14 Code Check <br /> Top Bending Check 0.863(�C 6) Bot Bending Check 0.458(LC 6) Shear Check 0.854(LC 6) <br /> Location 6.5 ft Location 2.979 ft Location 6.229 ft <br /> Gov Muz Top 4.826 k-ft Gov Muz Bot -2.563 k-ft Gov Vuy 3.846 k <br /> phi"Mnz Top 5.593 k-ft phi`Mnz Bot 5.593 k-ft phi*Vny 4.505 k <br /> Tension Bar Fy 60 ksi Concrete Weight .145 k/ft^3 Top Cover 1 in <br /> Shear Bar Fy 60 ksi �, 1 Bottom Cover 1 in <br /> F'c 5.5 ksi E Concrete 3644 ksi Side Cover .75 in <br /> Flex.Rebar Set ASTM A615 Min 1 Bar Dia Spac. No Legs/Stirrup 1 <br /> Shear Rebar Set ASTM A615 Threshold Torsion .491 k-ft <br /> RISA-3D Version 15.0.4 [C:\...\...\...\GED-328 SAWnalysis\GED-328R1 one-way slab 0817.r3d] Page 1 <br />