Laserfiche WebLink
GD-42vido Consulting Group Title Ravenswood Trash Enclosure Page : CAD-12 <br />9706 4th Ave. NE Suite 300 Job #: Dsgnr: JR Date: 23 SEP 2019 <br />Seattle, WA 98115 Description.... <br />8' CMU WALL <br />This Wall in File: p:\clients-structural\heartland construction (devco)\ravenswood apts\trash enclos <br />RetainPro (c) 1987-2018, Build 11.18.06.30 <br />License: KW-06056266 Cantilevered Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13 <br />License To: DAVIDO CONSULTING GROUP <br />Stem Design Summary <br />2nd <br />Bottom <br />Stem OK <br />Stem OK <br />Design Height Above Ftg <br />ft = <br />8.00 <br />0.00 <br />Wall Material Above "Ht" <br />= <br />Masonry <br />Masonry <br />Design Method <br />= <br />ASD <br />ASD <br />Thickness <br />= <br />8.00 <br />8.00 <br />Rebar Size <br />= <br /># 5 <br /># 5 <br />Rebar Spacing <br />= <br />16.00 <br />16.00 <br />Rebar Placed at <br />= <br />Center <br />Center <br />Design Data <br />fb/FB + fa/Fa <br />= <br />0.000 <br />0.000 <br />Total Force @ Section <br />Service Level <br />Ibs = <br />0.0 <br />Strength Level <br />Ibs = <br />Moment.... Actual <br />Service Level <br />ft-# = <br />0.0 <br />Strength Leve <br />ft-# = <br />Moment..... Allowable <br />ft-# = <br />1,272.4 <br />1,272.4 <br />Shear..... Actual <br />Service Level <br />psi = <br />0.0 <br />Strength Leve <br />psi = <br />Shear..... Allowable <br />psi = <br />77.5 <br />79.5 <br />Anet <br />in2 = <br />91.50 <br />91.50 <br />Rebar Depth 'd' <br />in = <br />3.75 <br />3.75 <br />Masonry Data <br />fm <br />psi = <br />1,500 <br />1,500 <br />Fs <br />psi = <br />20,000 <br />20,000 <br />Solid Grouting <br />= <br />Yes <br />Yes <br />Modular Ratio 'n' <br />= <br />21.48 <br />21.48 <br />Wall Weight <br />psf = <br />78.0 <br />78.0 <br />Short Term Factor <br />= <br />1.000 <br />1.000 <br />Equiv. Solid Thick. <br />in = <br />7.60 <br />7.60 <br />Masonry Block Type <br />= <br />Medium Weight <br />Masonry Design Method <br />= <br />ASD <br />Concrete Data <br />fc <br />psi = <br />Fy <br />psi = <br />DCG <br />