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I <br /> 13 <br /> File=P:11 76 0 011 7 6 591Calculahons\Strucâ–ºuraIPIW South117659 South.ec6 . <br /> Concrete Slender Wall Software copyright ENERCALC,INC.1983-2020,Build:12.20.1.31 . <br /> ILic.#:KW-06002611 strrs&HILL ENGINEERING,INC. <br /> DESCRIPTION: Exterior 3'x2'Trench Wall <br /> Code References <br /> ICalculations per ACI 318-14 Sec 11.8, IBC 2015, CBC 2016,ASCE 7-10 <br /> Load Combinations Used :ASCE 7-10 <br /> General Information <br /> I fc:Concrete 28 day strength = 4.5 ksi Wall Thickness 8.0 in Temp Diff across thickness = deg F <br /> Fy:Rebar Yield 60.0 ksi Rebar at wall center Min Allow Out-of-Plane Defl Ratio= U 0.0 <br /> Ec:Concrete Elastic Modulus = 3,865.20 ksi Rebar"d"distance 4.0 in /2 for Cantilever <br /> 7L :Lt Wt Conc Factor = 1.0 Lower Level Rebar... Min allow As/bd = 0.0020 <br /> l Fr:Rupture Modulus = 335.410 psi Bar Size # 5 <br /> Max Allow Aslbd = 0.01972 Bar Spacing 9.0 in <br /> Max Pu/Ag=fc* = 0.060 <br /> Concrete Density = 145.0 pcf <br /> Width of Design Strip = 48.0 in <br /> One-Story Wall Dimensions <br /> l <br /> A Clear Height = 2.0 ft <br /> B Parapet height = ft B <br /> Wall Support Condition Top Free, Bottom Fix Roof Attachment <br /> I <br /> IA <br /> 1 <br /> Floor Attachment <br /> 1 Vertical Loads <br /> Vertical Concentrated Loads... (Applied to full"Strip Width") DL:Dead Lr:Roof Live Lf:Floor Live S:Snow W:Wind <br /> Beam Load#1 Eccentricity 4.0 in 20.80 k <br /> Dist.from Base 2.0 ft <br /> I Lateral Loads <br /> Wind Loads: Seismic Loads: <br /> Full area WIND load psf Wall Weight Seismic Load Input Method: Direct entry of Lateral Wall Weight <br /> iSeismic Wall Lateral Load psf <br /> Fp 1.0 = 0.0 psf <br /> I <br /> I <br /> 1 <br />