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L (m) = 18
A (m) = 7
S/C (kg/m2) = 80
H (m) = 12
A (m) L (m)
AREA 7 18 126 m2
METRADO DE CARGAS PARA ARMADURA
PESO VIGUETAS 3 kg/m2
PESO ARMADURA 1 kg/m2
TR!" 7#17 kg/m2 espesor 0.75 - 0.8 mS/C 80 kg/m2
CM = 2#17 kg/m2
CV = 80 kg/m2
U = 18#20" kg/m2
SEPARACIO$ = 3 m
A = 7 m
H = 2#2 m
1#m
H = 2 m VALOR ESCOGIDO
CM = 0#287 T%& 0#26"28
CV = 1#6800 T%& 0#8"
PU = 3322#28" kg
= 3#32 '%&
= 1#66
GRUPO 2
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A'*+, -. ,%% , , ,+m,-*+,
2
2#2 2#2 2#2 2#2
m
V = 78#06 m/
V
4(5) = 0#3 78#06
4(!) = !0#7 78#06
S(!) = !0#6 78#06
L (m)
P*(45) = #1"2 2#30
P*(4!) = !21#332 2#30
P*(S!) = !18#28 2#30
4ARLOVE$TO POSITIVO 5
SOTAVE$TO $EGATIVO
1 0#018
1 !0#0712
2 0#03171
2 !0#1"308
3 0#03171
3 !0#1"308
" 0#03171
" !0#1"308
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2#2 2#2 2#2 2#2
+,-
12#288 0#2187
#1"23 kg/m2
!21#331 kg/m2
!18#28" kg/m2
A (m) P (T%&)
7 0#1"7 T%&
7 !0#3""2 T%&
7 !0#20 T%&
4ARLOVE$TO $EGATIVO 5
SOTAVE$TO $EGATIVO
1 !0#0373308
1 0#167801
2 !0#07"66178
2 0#337803
3 !0#07"66178
3 0#337803
" !0#07"66178
" 0#337803
9=
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Fx5 -0.005!!!
Fy5 0.!9796
6 0#06381
6 0#2878117
7 0#06381
7 0#2878117
8 0#063818 0#2878117
0#03171
0#1"308