Laserfiche WebLink
<br />i.) Summary of Maximum Spacing by Analysis: <br /> <br />Analysis Maximum Spacing <br /> Feet <br />Unreinforced Masonry 14.6 <br />Reinforced Masonry 23.3 <br />Bond Beam Moment Capacity 16.2 <br />Bond Beam Shear Capacity 38.2 <br />Bond Beam Deflection 12.1 <br /> <br />1.) Check Reinforcing Stress Due to Direct Uplift: <br /> <br />Check for a spacing of 12.1 feet. <br /> <br />Stress due to uplift (fsu) = (U-D) x spacing I As = <br /> <br />4937 pSI <br /> <br />Fs'" = 1.333 x Fs - fsu = 21,723 pSI <br /> <br />Ms = As X Fs'" x j x d = 25,330 in-Ibs <br /> <br />Therefore, L = 12 x Ms I GCp x Vp x H^2 = I 15.7 1ft <br /> <br />K.) Results of Analysis: <br /> <br />The maximum spacing of Vertical Wall Reinforcing shall be I 12.1 <br /> <br />Page 14 <br /> <br /> <br />/; <br />