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12-1372-049PMM Consulting Engineers Title: Job # 716$ SW 47 St t B-4 Dsgnr: Date: 7:18PM; 20 MAR 11 Description Miami, Florida 33155 Scope Rev; 580000 J E g p Page 3 Use:KW-0605358,Ver5.8.0:1-Dec-2003 C®�CreCe ��Co�61C�1�IP` G% Tee ®eG1i� D�51G1 T (c)1983-2003 ENERCALC Engineering Software Description Model C1 - Beam B1 Sketch & Diagram , .30._5.2 _- 2tBip5. 19 9 0 380 570E 7 7.86 0. .9.50 11.40/73.30 15.200 17.10 1800 2AyA416190 380 570 7.60 9,50 1140 13,30 15.20 17.10 19.00 7.867k1gI��11i'IIIH��i 1 ib l3 tJ hfh a i� �frI�i+ll l'Ilrl$rlGi�Ilyll�arin, �I�wd�ll�r(I,o IiIIaIhIN'�I 1.Btl 7.81k/ft 7"�I�YI rl III,Sa lli)111'�It1 Ir �Ir 1rPl Il. til l�i�h1+41'a)gt�91 r.. 1.1UV1 1I ItI 1 ��wUgl sI'rl i r ,ISu�w�Ldt Nu_.t�lli 1. ccs_:{� 0.00 1rc„r r 1 k :? lj IIrrl it B I�w 111 9 IIk 00 llril i!�'' IIi' l EI IIII �auliurwltal�4����li"�Ii�1Il"'��yll ':aII���I,���Ih��Gho�� IhIl'I .12.43 r Ily tj(,'FjI161i If.M1 -18.8513M� II ;II'PII1{ lli . Mu:Max = 143.30k•11 � � .24.86 Dmax=0.1449in -31.06 ._ �huC-23.31��. u;Q Rmax = 19.085k Rmax = !2%0-1.90 4 8�oad .(k) Location Along Member (ft) Shear Load - (k) Location Along Member (ft) Vu -Max = 20.725k Vu Max = 3'1 0 1.80 3.80 5 707 d 'B 50 1190 13.30 15.20 17.10 19,00107.47 1.80 3.60 5.70 7 8p 8 b0 y 7 Alt 13.30 15.20 17.10 78.00 4 I 128.97 r y lisr� 1 !t r 88.73 114.84 t{' �J t 1 J 85.98 100.31 r ' rr5 r r r! (, 75.23 85.88 I, r riv h t 1i7 64.48 V: 1^y1rl 1 i r Y a 5374 71 85 ,J u rut , 1! wyn �L y w IJ', 4299 32 24 , a r 42 H8 j€iELNit I 1]J_etq 1r { it 21 49 f, i1i1i1 s a r - u 28 OB I 332.1 .:�Location t rte;, ....�.... on Aloe " cation Along Member fl BeR� Moment (k -ft) _ Location Along Member (ft) BeA�4g Moment (k -ft) O - Beam. Sketch Stresses for ACI C-1 Combination Stresses for ACI C-2 Combination '11. Ig71.BD 3.80 5.70 7.60 9.50 11.40 13.30 15,20 17.10 18 00 100 3.00 5.70 7-60 8.50 11.40 13.30 15.20 17.10 19.00 QG 'l 1 90 3 80 5.70 7,80 9.50 11.40 13.30 1520. 17.10 18.00 UI F161G a, IV71il'V)�fIflP�iil�l�gllif��f o7. „ u l I . V' 'I 31I1IP�1 I aI� ��I1 a �II IdI IIi IIll II'I I y, aVI :(i691 1N1I1S 1 � IPIijgVIiuT?I��I�d ��1!7�I), IpIIII 11,f 1 191 1II��II � ' 1ry�1 ,IIlk`CfP'. i� - `-1wi1T' i9111, u 4II11i l�I� �l� III-•jz,00D.st _ �7VIIIGC��LuI �Gl>il I!,4u1 uuViI4pR1�pl{1 l(IlipIIiO.bO 825 6 -127 2.37 -16.49 .11 B.419 iI1VI y1 IJII1II6Il i1l u�9rjj'1 lI l I,I �1 earl -o ) pp Sheer Load fk Locatlon Along Member rft) Shear Load fk) Locatlon Along Memher (R) -5.71 V V � 1, Ili 05 05 1 9D 3 60 5 70 7 60 Il> 59 j1 A0 13 30 15.20 1270 19.0095,85 1.80 3 80 5 70 7 64,, ,�B 50 1 }1140 13 30 1520 .17:10 19.00: 8627 .8.57 r y 78 11 tiP4!y Iw' rr, 1 � 76.18 6710.11.42 6710 a {r1 1 5751 L ll rIt 57.51 y 1 r 1 r r Jeal L'` 47 93 k d Shear Load (k) Location Along Member (ft) - 47 93 a 36 34 58.87 1.00 3.60 5.70 % p 1 9 50 1 11 40 13 30 75.20 17.10 19 00 >_, : 38 34 I' 7 5 - xrJ "'( 1 28 76 28 76 '7 53.07 18 1 47.18 II t I' 8597 n nm a fn ' �BellBe 'nma N m;.n�"Ii;I{.I.IIiI;7ry1I6fI�ppyId11rGvp1l�f1I 1hrdI� V II.J 1f511.�II1Ia1II1'�III1IC1:r'}t.11}}7 pVi1.Y� �yrJa�.,+: 1lI�BrV, "dGfIlI..�IIIyi.I6I:t�'rl;: ph,alt �1'YI aI`�- � �tl"I .lu1I!i1�44JIV1,�dQ11II��pr'I ilkt1c1e 1 ,1�Iw1r:l :1,,l1a�,Nr.1 1rIl. .J! �1i.y.INit��lI.l�4III1}il�1,..drrIi,lRyM��4,I,l:i�``IYJlt Il�Id��IIpCaV �dt71�{`IIl 11II i�{1 IlRIh¢IP_ pY�,,urdI' ltl. ilIIIa.IIIl �IIniI4IrGIII�'@ IfrI ..1 T ItI : IOI 7"19. .01 41.26 l Ri 030o.D3 1 42948 -0.0-D.D 23.59 007 -0090.07 i11 I -0.121780 .0. 10 0 112 0 3x 0.13 Local "y- De9ection (in) Location Along Member (it)5B Be Moment (k -ft) Location Along Member (ft) Local DeOeclion (In) an Along Member () Stresses for Dead+L(ve+Short Term Loads Stresses for ACI C-3 Combination Stresses for Service Dead + Live Loads