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METRADO DE CARGA PRIMER NIVEL PORTICO ________
ELEMENTO PESO PROPIO ° VECE
S ONGITUD(m) ANCHO(m) ALTO (m) PESO (Kg-f) E
VIGAS Kg/m32400
MUROS Kg/m3
1800
LOSA ALIGERADA (e=0. m) Kg/m2 OSA ALIG
ACAADOS Kg/m2 A
TOTAL CARGA MUERTA(Kg-f) CARGA
SORECARGAKg/m2
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COLUMNAS K
EJES PRINCIPALES Piso EJE ALTURA (cm) E (g/cm!2) INERCIA (cm!4)
EJE "
P#im$# %iso
1 0 0&00 0&000
2 0 0&00 0&000
3 0 0&00 0&000
4 0 0&00 0&000
S$g'o %iso
1 0 0&00 0&000
2 0 0&00 0&000
3 0 0&00 0&000
4 0 0&00 0&000
T$#c$# %iso
1 0 0&00 0&000
2 0 0&00 0&000
3 0 0&00 0&000
4 0 0&00 0&000
I#e$%&'Ee * C+,m#' 'e A,$'A 0 0
EJES PRINCIPALES
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EJE "
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K (g/cm) K E*UI+ALENTE Piso EJE
,-I+/0.
,-I+/0.
EJE A
P#im$# %iso
1
,-I+/0. 2
,-I+/0. 3
,-I+/0. 4
,-I+/0.
,-I+/0. S$g'o %iso
1
,-I+/0. 2
,-I+/0. 3
,-I+/0. 4
,-I+/0.
,-I+/0. T$#c$# %iso
1
,-I+/0. 2
,-I+/0. 3
,-I+/0. 4
I#e$%&'(m/) I#e$%&'(%m/)0 0
Piso K E*UI+ALENTE EJES PRINCIPALES Piso
EJESPRINCIPALES
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EJE "
S$g'o %iso ,-I+/0. S$g'o %iso
T$#c$# %iso ,-I+/0. T$#c$# %iso
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ALTURA (cm) E (g/cm!2) INERCIA (cm!4) K (g/cm)
0 2130& 0&000 ,-I+/0.
0 2130& 0&000 ,-I+/0.
0 2130& 0&000 ,-I+/0.
0 2130& 0&000 ,-I+/0.
0 2130& 0&000 ,-I+/0.
0 2130& 0&000 ,-I+/0.
0 2130& 0&000 ,-I+/0.
0 2130& 0&000 ,-I+/0.0 2130& 0&000 ,-I+/0.
0 2130& 0&000 ,-I+/0.
0 2130& 0&000 ,-I+/0.
0 2130& 0&000 ,-I+/0.
K E*UI+ALENTE %o#ico 33 K E*UI+ALENTE
%o#ico 33
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,-I+/0. ,-I+/0.
,-I+/0. ,-I+/0.
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K E*UI+ALENTE
,-I+/0.
,-I+/0.
,-I+/0.
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