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PROYECTO DE HORMIGÓN ARMADO II
DETERMINACIÓN DE PESOS
PRIMER PLANTA ALTA
PAREDES
ALTURA ENTRE PISO
Ht=2.62 m
DIMENSIONES
COLUMNAS:30X30 cm
VIGAS:
Esquineras25x30 cm
Centrales25x35 cm
LONGITUD DE PAREDES
EJE X
Lx= 2 paredes(1.4m)+3 paredes
(2.1m)+1.2m+1.81m+1.79m+1.35(6)+2.77(2)+0.81+2.6m+0.48m
+2.08m(2)+2.85m+2.1(3)+2.33
Lx= 40.77 m
EJE Y
Ly= 7 paredes(11.70 m-0.4 m(4 columnas))
Ly= 70.7 m
LONGITUD TOTAL DE PAREDES
Lt = 40.77m+70.7m = 111.41 m2
ÁREA DE PAREDES
A1= 111.41 m(2.62m) =291.89 m2
PESO TOTAL DE LA PARED.
Peso del bloque a usarse: 7 Kg
Cantidad de bloques por m2
= 12.5 u/m2

Volúmenes
VT=0.09m*1m*1m =0.09m3
Vbloques=12.5m*0.39m*0.19m*0.09 =0.08336m3
Vmortero=VT- Vbloques =0.09m3
-0.08336m3
Vmortero=0.006637 m3
 Pesos
ϒmort=2000 kg/m3
Wbloques=12.5 bloques *7 kg/m2
= 87.5kg
Wmortero=ϒV= 2000 kg/m3
(0.0066375 m3
)
Wmortero=13.275 kg
Wenlucido=ϒV= 2000 kg/m3
(1x1x0.015 m3
)= 60Kg
W1= Wbloques+Wmortero +Wenlucido =87.5kg+13.275 kg+60Kg
W1=160.775 kg
LOSA
CARGAS MUERTAS
 PARED
WPARED=
𝟏𝟔𝟎.𝟕𝟕𝟓 𝑘𝑔/ 𝒎 𝟐(291.89 𝒎 𝟐)
𝟐𝟐𝟔.𝟑𝟐 𝒎 𝟐
= 𝟐𝟎𝟕. 𝟑𝟔 𝑘𝑔/ 𝒎 𝟐
ÁREA DE LA LOSA
ALOSA=20m(11.7m)-
2.4m(3.2m)
ALOSA=226.32 m2
 BALDOSA
Wbaldosa= 65 KG/m2
 PEGADO DE LA BALDOSA
Wpb= (1mX1mX0.015m)(2000kg/m3
)=30 KG/m2
 ENLUCIDO TUMBADO
WET=1m*1m*0.015m*2000kg/m3
= 30kg/m2
LOSA
VOLÚMENES
VT= 1mx1mx0.20m=0.20 m3
Vbloques= 2(0.40m)x1mx0.15m=0.12 m3
Vhormigón= 0.20m-0.12m=0.08 m3
PESOS
Whormigón=0.08m * 1m *1m * 2400kg/m3
= 192kg
Wbloques=10* bloques x 9.1 kg= 91 kg
Wlosa= Whormigón +Wbloques=192kg + 91kg= 283kg
 CARGAS MUERTAS
 PESO DE pegado de baldosa
WMC= 1m*1m*0.015m*2000kg/m3
= 30kg/m2
AREA DE LA LOSA
Alosa= {(17.65*9.5) -(3.1*2.40)}m2
 Alosa= 160.235m2
AREA DE PAÑO
AP=3(3.50*3.10) +(3.10*2.40) +(3.55*3.10) +3(3.50*3.20) +(3.55*3.20) +3(3.50*2.40)
+(2.4*2.4) +(3.55*2.4) = 135.435m2
WLOSA=
135.435𝑚2(283𝑘𝑔)𝑚2
160.235𝑚2
= 239.20𝑘𝑔/𝑚2
 CARGA MUERTA TOTAL
Qm= (239.20+282.81+30+30+65) kg/𝑚2= 647.0kg/𝑚2
 CARGA VIVA
Qv= 200Kg/m2

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Proyecto hormigón ii (1er parcial)

  • 1. PROYECTO DE HORMIGÓN ARMADO II DETERMINACIÓN DE PESOS PRIMER PLANTA ALTA PAREDES ALTURA ENTRE PISO Ht=2.62 m DIMENSIONES COLUMNAS:30X30 cm VIGAS: Esquineras25x30 cm Centrales25x35 cm LONGITUD DE PAREDES EJE X Lx= 2 paredes(1.4m)+3 paredes (2.1m)+1.2m+1.81m+1.79m+1.35(6)+2.77(2)+0.81+2.6m+0.48m +2.08m(2)+2.85m+2.1(3)+2.33 Lx= 40.77 m EJE Y Ly= 7 paredes(11.70 m-0.4 m(4 columnas)) Ly= 70.7 m LONGITUD TOTAL DE PAREDES Lt = 40.77m+70.7m = 111.41 m2 ÁREA DE PAREDES A1= 111.41 m(2.62m) =291.89 m2
  • 2. PESO TOTAL DE LA PARED. Peso del bloque a usarse: 7 Kg Cantidad de bloques por m2 = 12.5 u/m2  Volúmenes VT=0.09m*1m*1m =0.09m3 Vbloques=12.5m*0.39m*0.19m*0.09 =0.08336m3 Vmortero=VT- Vbloques =0.09m3 -0.08336m3 Vmortero=0.006637 m3  Pesos ϒmort=2000 kg/m3 Wbloques=12.5 bloques *7 kg/m2 = 87.5kg Wmortero=ϒV= 2000 kg/m3 (0.0066375 m3 ) Wmortero=13.275 kg Wenlucido=ϒV= 2000 kg/m3 (1x1x0.015 m3 )= 60Kg W1= Wbloques+Wmortero +Wenlucido =87.5kg+13.275 kg+60Kg W1=160.775 kg LOSA CARGAS MUERTAS  PARED WPARED= 𝟏𝟔𝟎.𝟕𝟕𝟓 𝑘𝑔/ 𝒎 𝟐(291.89 𝒎 𝟐) 𝟐𝟐𝟔.𝟑𝟐 𝒎 𝟐 = 𝟐𝟎𝟕. 𝟑𝟔 𝑘𝑔/ 𝒎 𝟐 ÁREA DE LA LOSA ALOSA=20m(11.7m)- 2.4m(3.2m) ALOSA=226.32 m2
  • 3.  BALDOSA Wbaldosa= 65 KG/m2  PEGADO DE LA BALDOSA Wpb= (1mX1mX0.015m)(2000kg/m3 )=30 KG/m2  ENLUCIDO TUMBADO WET=1m*1m*0.015m*2000kg/m3 = 30kg/m2 LOSA VOLÚMENES VT= 1mx1mx0.20m=0.20 m3 Vbloques= 2(0.40m)x1mx0.15m=0.12 m3 Vhormigón= 0.20m-0.12m=0.08 m3 PESOS Whormigón=0.08m * 1m *1m * 2400kg/m3 = 192kg Wbloques=10* bloques x 9.1 kg= 91 kg Wlosa= Whormigón +Wbloques=192kg + 91kg= 283kg  CARGAS MUERTAS  PESO DE pegado de baldosa WMC= 1m*1m*0.015m*2000kg/m3 = 30kg/m2 AREA DE LA LOSA Alosa= {(17.65*9.5) -(3.1*2.40)}m2  Alosa= 160.235m2
  • 4. AREA DE PAÑO AP=3(3.50*3.10) +(3.10*2.40) +(3.55*3.10) +3(3.50*3.20) +(3.55*3.20) +3(3.50*2.40) +(2.4*2.4) +(3.55*2.4) = 135.435m2 WLOSA= 135.435𝑚2(283𝑘𝑔)𝑚2 160.235𝑚2 = 239.20𝑘𝑔/𝑚2  CARGA MUERTA TOTAL Qm= (239.20+282.81+30+30+65) kg/𝑚2= 647.0kg/𝑚2  CARGA VIVA Qv= 200Kg/m2