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ACI63

SE USARA MALLA ELECTRO SOLDADA FY=4200

TABLERO 1 TABLERO 2 TABLERO 3

wm 437 wm 345 wm 345 kg/m2

wv 170 wv 170 wv 170 kg/m2

w 607 w 515 w 515 kg/m2

!D 524"4 !D 414 !D 414 kg/m2

!L 272 !L 272 !L 272 kg/m2

w# 7$6"4 w# 6%6 w# 6%6 kg/m2

& 2520 & 2520 & 2520 kg/'m2

&( 4200 &( 4200 &( 4200 kg/'m2

A 3 A 3 A 3 mB 5"55 B 3"3 B 3 m

)*+,m*-+. %"6 )*+,m*-+. 6"3 )*+,m*-+. 6"0 'm

& ' 200 & ' 200 & ' 200 kg/'m2

m, $"6 m, 6"% m, 6"5 'm

%"0 %"0 %"0 'm

A-*m 1"4 A-*m 1"2 A-*m 1"2 'm2/m

m 0"54 m 0"$1 m 1"00

COEF 13"4 C *g 0"0$2 C *g 0"060 C *g 0"033

COEF 13"4 C8 *g 0"00% C8 *g 0"040 C8 *g 0"061 COEF 13"5 C DL 9:; 0"056 C DL 9:; 0"033 C DL 9:; 0"020

COEF 13"5 C8 DL 9:; 0"005 C8 DL 9:; 0"022 C8 DL 9:; 0"023

COEF 13"6 C LL 9:; 0"072 C LL 9:; 0"03$ C LL 9:; 0"02%

COEF 13"6 C8 LL 9:; 0"007 C8 LL 9:; 0"026 C8 LL 9:; 0"030

MA9; 65$"41$ MA9; 370"440 MA9; 203"742

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TABLERO MOMETO CLARO MU 9kg'm; R ) AS

TABLERO 1

 *g-,v.C.+-. 65$41"$2 11"45 0"002%2 2"26

L+g. 1$624"%$ 3"41 0"000%2 1"3%

).,-,v.C.+-. 44055"36 7"65 0"001%6 1"4$

L+g. 13$41"21 2"42 0"0005% 1"3%

TABLERO 2

 *g-,v.C.+-. 37044"000 6"43 0"00156   1.25

L+g. 2$%%2"160 5"1$ 0"00125 1"3%

).,-,v.C.+-. 21%43"000 3"7$ 0"000$1 1"3%

L+g. 17620"020 3"06 0"00074 1"3%

TABLERO 3

 *g-,v.C.+-. 20374"200 3"54 0"000%5 1"3%

L+g. 37661"400 6"54 0"0015$ 1"27

).,-,v. C.+-. 14306"400 2"4% 0"00060 1"3%L+g. 15$13"%00 2"76 0"00066 1"3%

MARCO ATOIO DOMIUE> RI?ERA $@A@ COM)ORTAMIETO DE COCRETO

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 ?AR S

3"1%0.31

1"$4   0.512"10   0.48

1"$4   0.51

1"76   0.57

1"$4   0.51

1"$4   0.51

1"$4   0.51

1"$4   0.51

1"7$   0.56

1"$4  0.51

1"$4   0.51