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12-1372-060
'Z pMM ConsultingTitle Job Engineers Dsgnr: Date:, 8:56PlA, 26 j 7168 SW 47 St, B-4 Description: Miami, Florida 33155 Scope Page 3 Rev: 580000 Tee Beam Design us ! B Ue--202 �,oncre)c�an J; er. KW,0605358, 3 0 I -Dec -2003 Concrete Rectang Ver 5-� - 7(Uc-)19M�2003 ENERCA4C Engineering software VA Software e Description Beam at double. height- wind load Sketch & Diagram .00 6.00 8.00 10.00 12.00 14.00 16.00 18,00 20.00 10-00 12.01) 14.00 16-00 18.00 20.00�llet, 2.00 4 00 4.00 0.00 8.00 '1 17 0. 6-h U1 M Ual-, '1-'T"T� o.61kift 0.00 NO McMax = 65.38k -ft -7.78 111� k 5.94 l -7.78 Dmax 1-0545irl .10.38 UGC Rmax = 8.0331; Rmax B,fto,d Location Along Member (ft) Shear L . oad (k) Location Along Member (ft) Vu V �i�tj 4.00 0.00 .0 9 ' g4 2,00 14.00 16.00 18,00 20.00 Vu -Max 12.449� Max 2,00 4.00 6,00 8.00.i: '1 14.10 16.00 18.00 20.004 -fl �iF 44.13 39,23 52,31 45.77 :6'N�RH'� ; r9 2 39.23 9.42 24.52 10.61 nA' 14.7�:;I'4,1_,"'].rI*�.:�� 4� j 4 0 Be (it) BeA Moment (k -ft) Location Along.Member (ft) Beam Sketch. - Stresses for ACI C-1 Combination Stresses for ACI C-2 Combination 14700, 16.100 Jug 2o.00$. 2-013 4 00 6.00 8.00 10.00 12.00 14,00 16,00 18.00 20.00 2.00 4.00 20.00 6.00 a 14.00 16.00 18.00 .QG 10.00 12.00 il,, 1 N 319 4'.78, 4J8 -6,38 ail 1p,❑In long,llqmb,�,, II II INI -8;38 6t) g g 18.00 20.00 40. 0. 6.1 - , " r�'�I�'-' J�.- Shaer '800;;,j '0�, IL762 4: Og.. 0,4, 4.00 36,16 32.13 32 28,12 "J 2411 24 0 Shaer Load (I Location Along Member (ft) 20,08 8a 0.0016,07 i 16 12.051 12 OSrM 2.UD 4.00 .70 12 00 14.00 V5.00 18.00 2 ....7.83 4.. 4:0� 6.96 e IQ 1120.00 Be t jk ft) 1120 0 6.22 lld1��yy v 0NI 435 3.48 2. 7 F .48 67tl Location None Member (ft) Momen (I I -ft) ocation Along Member (it) Local 'r Deflection (n) Location Along Member (11) LOCHI Y"Deflectlon (In) tLive Loads Stresses for Dead+Live+Short Term Loads Stresses for ACI C-3 combination Stresses for Service Dead +