piso terminadotabiqueria movil

sebrecargaOTRA CARGA (VIVA)

OTRA CARGA (MUERTA)fcfy

S(ANCHO DE MANPOSTERIA)bw(ANCHO DE NEVADURA)

altura de ladrillos "hb"12152025

PESO SEGN LA ALTURA DE LOSAH TOTAL

17202530

DATOS DEL PROBLEMA

ALTURA DE LOSAS ALIGERADAS

Hu(d)

4. CV/CM2

As

diseo

100 kg/m2100 kg/m2300 kg/m2

kg/m2kg/m2

210 kg/m24200 kg/m2

3010

L1 L2 L34.5 4.5 4.5

losa "e" altura total "hl"5 175 205 255 30 hL=

PESO(Kg/m3) tecknoport250 180300 230350 280400 330

e>=s/12 2.5e>= 5

S/C 300LUZ MAXIMA 4.5

S 30

DATOS DEL PROBLEMA

5

LUCES

ALTURA DE LOSAS ALIGERADAS

PARA DETERMINAR espesor de losa

bw 10b 40e 5hb 15

e+hb 20SEGN S/C 18

S=10 10 CUMPLEh

DESCRIPCION 1-IZQ CENTRO 1-2 1-DERcoeficiente(inverso) 24.00 14 10luces promedios 4.50 4.5 4.5

Mu 418.50 717.43 1004.40b 10 40 10d 17 17 17Ku 14.48 6.21 34.75

cuantia 0.0040 0.0017 0.0105cuantia max 0.0159 0.0159 0.0159cuantia min 0.0033 0.0033 0.0033

As 0.684 2.267 1.784

As 0.684 2.267 1.784

diseo

b= 40

20

bw= 10

b= ancho superior de la viga tbw=ancho de nervaduraS= ancho de la manposteriae=espesor de losahb= altura de la manposteriahL= altura total

1040 fc 1 b diametro As17 140,210,280 0.85 0.0213 1 5.07

210 350 0.8 0.0200 3/4" 2.854200 420 0.75 0.0188 5/8" 1.98

490 0.7 0.0175 1/2" 1.27560 0.65 0.0163 1/4" 0.32

cuantia balanceada As

2-IZQ CENTRO 2-3 2-DER 3-IZQ CENTRO 3-4 3-DER11 16 11 10 14 244.5 4.5 4.5 4.5 4.5 4.5

913.09 627.75 913.09 1004.40 717.43 418.5010 40 10 10 40 1017 17 17 17 17 17

31.59 5.43 31.59 34.75 6.21 14.480.0094 0.0015 0.0094 0.0105 0.0017 0.00400.0159 0.0159 0.0159 0.0159 0.0159 0.01590.0033 0.0033 0.0033 0.0033 0.0033 0.00331.599 2.267 1.599 1.784 2.267 0.684

diametro As1 5.07

3/4" 2.855/8" 1.981/2" 1.271/4" 0.32

1.599 2.267 1.599 1.784 2.267 0.684 0.000 0.000 0.000

As

e= 5

hb= 15