Laserfiche WebLink
• <br /> 28 I <br /> File=P:1176001176591Calculations\Structural\PIW South117659 South.ec6 . I <br /> Concrete Slender Wall Software copyright ENERCALC,INC.1983-2019,Build:12.19.11.12 . <br /> Lic.#:KW-06002611 SITTS&HILL ENGINEERING,INC. I <br /> DESCRIPTION: Hangar Trench Wall <br /> Code References <br /> Calculations per ACI 318-14 Sec 11.8, IBC 2015, CBC 2016, ASCE 7-10 I <br /> Load Combinations Used : ASCE 7-10 <br /> General Information <br /> fc:Concrete 28 day strength = 4.0 ksi Wall Thickness 12.0 in Temp Diff across thickness = deg F <br /> Fy:Rebar Yield = 60.0 ksi Rebar at each face Min Allow Out-of-Plane Defl Ratio= L/ 0.0 <br /> Ec:Concrete Elastic Modulus = 3,644.15 ksi Rebar"d"distance 2.375 in <br /> 7L :Lt Wt Conc Factor = 1.0 Lower Level Rebar... Min allow As/bd = 0.0020 <br /> Fr:Rupture Modulus = 316.228 psi Bar Size # 5 <br /> Max Allow As/bd = 0.01806 Bar Spacing 6.0 in <br /> Max Pu/Ag=fc* = 0.060 <br /> Concrete Density = 145.0 pcf <br /> Width of Design Strip = 48 in <br /> One-Story Wall Dimensions <br /> A Clear Height = 2.0 ft I <br /> B Parapet height = ft B <br /> Wall Support Condition Top Pinned, Bottom F <br /> ., 11/ <br /> • <br /> I <br /> A <br /> I <br /> Vertical Loads I <br /> Vertical Concentrated Loads... (Applied to full"Strip Width") DL:Dead Lr:Roof Live Lf:Floor Live S:Snow W:Win <br /> Beam Load#1 Eccentricity 6.0 in 65.45 k <br /> Dist.from Base 2.0 ft <br /> 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 /> Seismic Wall Lateral Load psf I <br /> Fp 1.0 = 0.0 psf <br /> I <br /> I <br /> I <br /> I <br />