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12-1372-061
pMM Consulting Engineers Title : D Job # Date: 8:47PIN, 26 JAN 1'i 7168 SW 47 St, B-4 Description Miami, Florida 33155 Scope Rev: 580000 _ User: KW -0605358; Ver 5.8.0, 1 -Dec -2003 `�p"j$®a�ry.Ff�c�ll Design Page 1 (c)1983-2003 ENERCALC Engineering Software y„ w, _, , _u „-_,_. -• Description Palm Dev. Model C Code Ref ACI 530-02 General Information a i .;::c .,.':.. .,s a J»,... : �, � r..,�a..,n..•a.4. =v.at- 4_..,_-*�,s .,_:J-�1-, ,aw.u. .._ ---Ti Wall Height 19.50 ft Seismic Factor 0.3300 fm 1,500.0 psi Parapet Height 0.00 ft Calc of Em = fm * 900.00 Fs 24,000.0 psi Duration Factor 1.330 Special Inspection Thickness 8.0 in Wall Wt Mult. 1.000 Grout @ Rebar Only . Size 5 Normal Weight Block Rebar Rebar Spacing 32 in,,Equivalent Depth to Rebar 3.810 in @ Center Solid Thickness 4.900 in Loads Uniform Load Concentric Axial, Load Wind Load 60.100 psf Dead Load 0.000 #/ft Dead Load 0.000 #/ft Live Load 0.000 #/ft Live Load 0.000 #/ft Load Eccentricity 0.000 in Roof Load Roof Load ' Values Design - - •., J � µ E 1,350,000 psi Rebar Area 0.116 int 0.05462 0.90654 rip 1 n:. Es 21.481 Radius of Gyration 2.487 in k 0.28038 2 / kj 7.86864 _ -/-Em .. Wali Weight 58.000 psf Moment of Inertia 363.660 in4 Max Allow Axial Stress = 0.25 fm (1-(h/146r)"2)' Spinsp 316.09 psi Allow Masonry Bending Stress = 0.33 fm * Spinsp = 495.00 psi Allow Steel Bending Stress = 24,000.00 psi Load Combination & Stress Details Summary 'nk%- 7 tt .u, : i�.fW, ..nJi.Y.ili'1 `J.... i.i - i _x.."`W..fLfM vfYhi,;iY.::it 1o1.L`1 '&,+, �' � n:.ti1v4: >'1.u:k`,%• ..,. ,... a w.. .: ' J . a.aE...<_:illl' wr Axial Bending Stresses Axial Moment Load Steel Masonry Compression Top of Wall in-# lbs psi psi psi DL + LL 0.0 0.0 0.0 0.0 0.00 DL + LL + Wind 0.0 0.0 0.0 0.0 0.00 DL + LL + Seismic 0.0 0.0 0.0 0.0 .0.00 Between Base & Top of Wall 0.0 0.0 5.67 DL+.LL 0.0 333.5 DL+ LL+ Wind 11,922,3 333.5 29,693.1 538.6 5.67 DL + LL + Seismic 3,796.9 333.5 9,456.4. 171.5 5.67 Summary u,.TAW'. 11.50ft high wall with, 0.00ft parapet, Normal Block w/ 8.00in wall W/ #5 bars at 32,00ino.c. at center. Max. Bending Compressive Stress ......... 544.23 OK Allowable .................... 658.35 OGS Max. Axial Only Compressive Stress ......... 5.67 psi Allowable .......... 316.09 OK Max Steel Bending Stress ........... . .. 29,693.12 psi Allowable .......... 31,920.00 OK