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M-Wall ! : MASONRY WALL ANALYSIS AND DESIGN <br /> ----------------------------------------------------------------------------- <br /> ----------------------------------------------------------------------------- <br /> Project : HOWARD RESIDENCE <br /> Location: ORONO MINNESOTA By: REF <br /> ---------------------------------------------------------------------------- <br /> ---------------------------------------------------------------------------- <br /> ME: 01 : 00 PM Page: 1 <br /> DATE: 10-22-1998 <br /> DESIGN METHOD : Uniform Buildinq Code: Unity Equation <br /> MASONRY MATERIAL : Hollow Core Concrete Masonry Units <br /> MORTAR TYPE : Type S <br /> MORTAR MATERIAL : Masonry Cement Mortar <br /> BLOCK PLACEMENT : Running Bond <br /> MASONRY WALL DATA: <br /> ------------------------------------ <br /> Wall Height = 8 . 00 ft. <br /> Nominal Wall Thickness = 12 . 00 in. <br /> Depth to c.g. Steel, Wall = 5. 81 in. <br /> Parapet Height = 0. 00 ft. <br /> Nominal Parapet Thickness = 0 . 00 in. <br /> Depth to c.g. Steel, Parapet = 0 . 00 in. <br /> Design Strip Width = 12 . 00 in. <br /> �in Wall Reinf. Layers = One Layer <br /> wall Grout Spacing = Partially Grouted <br /> Support Type at Base = Pinned Support <br /> Span Type = Supported Top and Bottom <br /> WALL LOADS : <br /> ------------------------------------ <br /> Wall Weight = 82 . 00 psf. <br /> Floor or Roof Load: Dead = 750. 0 Lb <br /> Live = 1, 100. 0 Lb <br /> Eccentricity = 2 . 00 in. <br /> Additional Vertical Load: Dead = 0 . 0 Lb <br /> Live = 0. 0 Lb <br /> Eccentricity = 0. 00 in. <br /> Vertical Distance (y) = 0. 00 ft. <br /> Equivalent Fluid Pressure = 30 . 00 pcf. <br /> Vertical Distance (x) = 8 . 00 ft. <br />