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' Dynamic Structures,PC Project Title: Downing Residence <br /> www.dynamicstructurespc.com Engineer: CB/DS Project ID: 209.116.003 <br /> Project Descr: Ridge beam and 1st floor joists <br /> Printed:6 JUN 2017,10:29AM <br /> Masonry Slender Wall File=C:1DSPCPR-11KLARDI-112091161.0031Calcslcalcs.ec6 <br /> ENERCALC,INC.1983-2017,Build:6.17.3.17,Ver:6.17.3.17 <br /> Lic.#:KW-06008989 Licensee:Dynamic Structures,PC <br /> Description: SW lower level lintgel jamb-Bearing core <br /> Code References <br /> Calculations per ACI 530-11, IBC 2012,CBC 2013,ASCE 7-10 <br /> Load Combinations Used : IBC 2012 <br /> General Information Calculations per ACI 530-11,IBC 2012,CBC 2013,ASCE 7-10 <br /> Construction Type:Grouted Hollow Concrete Masonry <br /> Fm = 1.50 ksi Nom.Wall Thickness 8 in Temp Diff across thickness = deg F <br /> Fy-Yield = 60.0 ksi Actual Thickness in Min Allow Out-of-plane Defl Ratio= 0 <br /> Fr-Rupture = 61.0 psi Rebar"d"distance 3.8125 in Minimum Vertical Steel% = 0.0020 <br /> Em=Pm* = 900.0 Lower Level Rebar... <br /> Max%of P bal. = 0.007146 Bar Size # 4 <br /> Grout Density = 140 pcf Bar Spacing 8.0 in <br /> Block Weight Normal Weight <br /> Wall Weight = 84.0 psf <br /> Wall is Solid Grouted <br /> One-Story Wall Dimensions <br /> A Clear Height = 8.0 ft B <br /> B Parapet height = ft <br /> Wall Support Condition Top&Bottom Pinned _ RoofAttacnment <br /> 1 <br /> A <br /> Floor Attachment <br /> 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 0.80 in 2.50 1.10 2.0 0.90 k <br /> Dist.from Base 8.0 ft <br /> Lateral Loads <br /> Wind Loads: Seismic Loads: <br /> Full area WIND load 30.0 psf Wall Weight Seismic Load Input Method: Direct entry of Lateral Wall Weight <br /> Seismic Wall Lateral Load 10.0 psf <br /> Fp 1.0 = 10.0 psf <br /> 12 of 17 <br />