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M-Wall ! : MASONRY WALL ANALYSIS AND DESIGN <br /> Project : HOWARD RESIDENCE <br /> Location: ORONO MINNESOTA By: REF <br /> ME: 01 : 00 PM Page: 3 <br /> liATE: 10-22-1998 <br /> MASONRY DATA: <br /> ------------------------------------ <br /> Masonry Unit Strength = 1900. 00 psi. <br /> Special Inspection? = Yes <br /> Masonry Compressive Strength, f'm = 1500 . 00 psi . <br /> Allowable Flexural Stress, Fb = 500. 00 psi . <br /> Allowable Shear Stress, Fv = 38 . 73 psi. <br /> Allowable Tension: No Grout, Ft = 15. 00 psi . <br /> Solid Grout, Ft = 15. 00 psi . <br /> Modulus of Elasticity, Em = 1, 125 ksi. <br /> Modular Ratio, Es/Em = n = 25. 78 <br /> Single Grouted Cell + Web Width = 8 . 31 in. <br /> Nominal Length of Masonry Unit = 16. 00 in. <br /> Block Face Shell Thickness = 1 . 50 in. <br /> Nominal Minus Actual Thickness = 0. 38 in. <br /> MATERIAL DATA: <br /> ------------------------------------ <br /> Steel Yield Strength, Fy = 60 . 00 ksi. <br /> Allowable Steel Stress, Fs = 20. 00 ksi. <br /> Modulus of Elasticity, Es = 29, 000 ksi. <br /> REINFORCED WALL DATA: <br /> ------------------------------------ <br /> Minimum Steel Ratio, As/bt = 0. 0007 <br />