Metodo Cardenas.xlsx

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DISEÑO DE PANTALLAS METODO DE CARDENAS Lw (m) Hw (m) φ Mu (N.m) N u (N) h (m) F'c (Mpa) Fy (Mpa) β1 d (m) Vu (N) Pu (N) 1.5 12.5 0.9 2.7377558333 -2.9631974 0.3 25 420 0.87 1.2 0.3285307 -2.9631974 # barra 6 Ast (m2) 0.0192668223 Ast (cm2) 192.67 ρ 0.0428151606 2.85022957 Distribucion aceros en 2 capas Separacion (cm) 68 4 SE REALIZA EL CALCULO DE ω, α Y C. α ω C SE REALIZA CHEQUEO PARA VERIFICAR SI CONTROLA LA TRACCION. DISEÑO A CORTANTE Cortante Maximo Vn (Kn) Vc1 -106.64 0.75 6

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  DISEÑO DE PANTALLAS METODO DE CARDENAS Lw (m)  1.5 Ast (m2)  0.0192668223 ACERO HORIZONTALHw (m)  12.5 # barrasArea (cm2)Acero os ca!as   0.9 4 1.27 2.53 M$ (N m)  2.7377558333 Ast (cm2)  192.67 A%&S (mm2)  1.08 N $ (N)  -2.9631974 S (mm'cm)  234.43 23  (m)  0.3 S* (cm)  30 +,c (M!a)  25 -. ./20*1*.S2 (cm)  90 +3 (M!a)  420 S4 (cm)  45 5*  0.87 St (cm)  23  (m)  1.2 -  0.00360 6$ (N)  0.3285307 CHE78EO C8ANTIA  OK  P$ (N)  -2.9631974 ACERO VERTICAL 9%  0.0025 # barra  6 2.85022957 68 # barrasArea (cm2)Acero os ca!as 4 1.27 2.53 Se!arac:o; (cm)  4 S (Cm) 33.8 SE REALIZA EL CALC8LO DE <= > ? C  S1(cm) 34S2(cm) 50 >  -0.263 S3 (cm) 90 <  0.719 S4 (cm) 45 C  0.314 St (cm) 34CONTROLA TRACCION DISEÑO A CORTANTECorta;te Ma@:mo 6; (;)  1494 6c*  -106.64  cr:t (m) 0.756.25 . B1CHE78EO DE SEPARACION D:str:b$c:o; aceros e; 2 ca!as CHE78EO DE SEPARACIONSE REALIZA CHE78EO PARA 6ERI+ICAR SI CONTROLA LA TRACCION SE REALIZA EN CHE78EO A  M cr:t (; m)  2491.35781 6c2  25 6c 8tm'*.BCe$eo 6$  OK   CORTANTE   DISEÑO DE PANTALLAS METODO DE CARDENAS Lw (m)  1.2 Ast (m2)  0.0008559454 ACERO HORIZONTALHw (m)  12.5 # barrasArea (cm2)Acero os ca!as   0.9 7 3.88 7.76 M$ (N m)  -1.6 Ast (cm2)  8.56 A%&S (mm2)  0.94 N $ (N)  -2.5869937 S (mm'cm)  825.22 83  (m)  0.3 S* (cm)  24 +,c (M!a)  25 -. ..24BB22S2 (cm)  90 +3 (M!a)  420 S4 (cm)  45 5*  0.87 St (cm)  24  (m)  0.96 -  0.01078 6$ (N)  -0.1878763 CHE78EO C8ANTIA  OK  P$ (N)  -2.5869937 ACERO VERTICAL 9%  0.0025 # barra  4 1.2667687 8 # barrasArea (cm2)Acero os ca!as 4 1.27 2.53 Se!arac:o; (cm)  30 S (Cm) 33.8 SE REALIZA EL CALC8LO DE <= > ? C  S1(cm) 34S2(cm) 40 >  -0.287 S3 (cm) 90 <  0.040 S4 (cm) 45 C  -0.362 St (cm) 34CONTROLA TRACCION DISEÑO A CORTANTECorta;te Ma@:mo 6; (;)  1195 6c*  -128.60  cr:t (m) 0.66.25 . CHE78EO DE SEPARACION D:str:b$c:o; aceros e; 2 ca!as CHE78EO DE SEPARACION SE REALIZA CHE78EO PARA 6ERI+ICAR SI CONTROLA LA TRACCION SE REALIZA EN CHE78EO A  M cr:t (; m)  -1452.91005 6c2  27 6c 8tm'*2Ce$eo 6$  OK   CORTANTE
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