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Title: Job#
<br /> Engineer:
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<br /> Mason Slender Wall FIe:H:I CTSENGJOBS2012112994Panera1693-Zephyrh115,FL-RAD-APBICalculatiais112-994-caks.ec6
<br /> ry ENERCALC;INC.198&2012,Build:6.129.26,Ver:6.129.26
<br /> �.���. •
<br /> Description: Typical Masonry Wall
<br /> Code References
<br /> Calculations per ACI 530-05/MSJC 2005 Sec.3.3.5, IBC 2006,CBC 2007,ASCE 7-05
<br /> Load Combinations Used:ASCE 7-05
<br /> General Information Calculations per ACI 530-05/MSJC 2005 Sec.3.3.5,IBC 2006,CBC 2007,ASCE 7-05
<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 7.625 in Min Allow Out-of-plane Defl Ratio= 150.0
<br /> Fr-Rupture = 61.0 psi Rebar'd'distance 3.750 in Minimum Vertical Steel% = 0.0020
<br /> Em=f m" = 900.0 Lower Level Rebar...
<br /> Max%of P bal. = 0.1182 Bar Size # 5
<br /> Grout Density = 140 pcf Bar Spacing 16 in
<br /> Block Weight Normal Weight
<br /> Wall Weight = 66.0 psf
<br /> Wall is grouted at rebar cells only
<br /> One-Story Wall Dimensions
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<br /> Vertical Loads
<br /> VertiCal Un'rform Loads... (Applied per foof of Strip Width) DL.Dead Lr.Roof Live Lf:Floor Live S.Snow W.Wind
<br /> Ledger Load Eccentriary 6 750 in 0.040 0.020 klft
<br /> Concentric Load kfft
<br /> Lateral Loads
<br /> Full area WIND load 46.0 psf Wall Weight Seismic Load Input Method ASCE seismlC factors entered
<br /> Fp=Wall Wt* 0.0360 - 2.376 P� SDS Value per ASCE 12.11.1
<br /> S ps = 0.090
<br /> Endpoints from Base (Applied to full"STR1P Width)
<br /> op ttom
<br /> Distributed Lateral Load 0.1130 klft 17.0 14 0 klft
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