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M-Wall ! : MASONRY WALL ANALYSIS AND DESIGN <br /> _____________________________________________ <br /> Project : HOWARD RESIDENCE <br /> Location: ORONO MINNESOTA By: REF <br /> _________________________________________________ <br /> �ME: 01 : 00 PM ' Page: 5 <br /> �ATE: 10-22-1998 <br /> ******�******************************************* <br /> S U M M A R Y O F R E S U L T S <br /> F O R M A I N W A L L <br /> ****�********************************************* <br /> DESIGN LOADS : <br /> ------------------------------------ <br /> Moment, Ms = 859. 7 ft-lb / 12 . 00 in. <br /> P�ial Load, Ps = 2, 243 . 6 Lb / 12 . 00 in. <br /> Load Combination = (DL + LL) <br /> Max. Shear, Vs = 601 . 5 Lb / 12 . 00 in. <br /> Load Combination = (DL + LL) <br /> ANALYSIS RESULTS: <br /> ------------------------------------ <br /> Design Strip Width = 12 . 00 in. <br /> Actual Wall Thickness, t = 11 . 63 in. <br /> Effective Height, h' = 8 . 00 ft. <br /> h'/t Ratio - g .26 <br /> ismic Force, Fp = ZICp * Wt = 0. 00 plf. / 12 . 00 in. <br /> Minimum Area of Steel, Vertical Reinf. = 0. 098 in. ^2 / 12 . 00 in. <br /> Minimum Area of Steel, Horiz. Reinf. = Not Req'd, Ref. UBC 2106. 1 . 12 <br /> All . Bending Stress, Fb = 500. 00 psi . <br /> Allowable Steel Stress, Fs: DL + LL Only = 20000 . 0 psi . <br /> Wind / Seismic = 26666. 6 psi . <br /> Allowable Shear Stress, Fv: DL + LL Only = 38 . 73 psi . <br /> Wind / Seismic = 51 . 64 psi . <br /> DESIGN RESULTS: <br /> ------------------------------------ <br /> Bar Fa, psi fa, psi fb, psi fv, psi Bar Spa. <br /> Size ( .25*f'm*R) (Ps/Ae) Fb (1 . 0-fa/Fa) (Vs/b'jd) (in. o.c. ) <br /> ------------------------------------------------------------ <br /> #3 359. 34 16. 08 477 . 62 9. 56 8 . 00 <br /> #4 364 . 00 31 .23 457 . 10 27 . 04 24 . 00 <br /> #5 364 . 88 35. 68 451 . 11 36.27 32 . 00 <br /> #6 364 . 88 35. 68 451 . 11 38 . 15 32 . 00 <br /> #7 364 . 88 35. 68 451 . 11 38 .23 32 . 00 <br /> #8 364 . 88 35. 68 451 . 11 38 . 35 32 . 00 <br /> #9 364 . 88 35. 68 451 . 11 38 . 49 32 . 00 <br /> .. vertical bar spacing is 48 in. o.c. in seismic zones 2, 3, & 4 . <br />