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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 2017,10:30AM <br /> Masonr Slender Wall File=C:1DSPCPR-11KLARDI-11209116-1.0031Calcslcalcs.ec6 <br /> y 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 lintel jamb-Full ht 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 /> F'm = 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=fm* = 900.0 Lower Level Rebar... <br /> Max%of p bal. = 0.007367 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 /> Roof Attachment <br /> Wall Support Condition Top&Bottom Pinned -- , <br /> A <br /> Floor Attachment <br /> Vertical Loads <br /> Vertical Uniform Loads... (Applied per foot of Strip Width) DL:Dead Lr:Roof Live Lf:Floor Live S:Snow W:Wind <br /> Ledger Load Eccentricity 4.0 in 0.150 0.240 k/ft <br /> Concentric Load 0.5250 0.30 0.5250 k/ft <br /> Lateral Loads <br /> Wind Loads: Seismic Loads: <br /> Full area WIND load 120.0 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 /> 15 of 17 <br />