Tableros
3
TABLERO VI RELACION L B = 4.90 4.80 =1.02 <2 Losa perimetral Wm = 599 Kg/m2 W = (599 kg/m2)(4.80m)/4 = 719 kg/ml W = (599kg/m2)(4.80) (2- 0.98) =733kg/ml (4) M= B L = 4.80 4.90 = 0.98 < 2 TABLERO V RELACION L B = 5.00 4.00 =1.25 <2 Losa perimetral Wm = 632 Kg/m2 W = (632kg/m2)(4.0m)/4 = 632 kg/ml W = (632kg/m2)(4.0) (2- .8) =758 kg/ml (4) M= B L = 4.00 5.00 = 0.8 TABLERO II RELACION L B = 5.0 2.65 =1.88 <2 Losa perimetral B= L= L= B= B=
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Analisis estructural
Transcript of Tableros
TABLERO VI RELACIONLB
= 4.904.80
=1.02<2
Losa perimetralWm = 599 Kg/m2
W = (599 kg/m2)(4.80m)/4 = 719 kg/ml
W = (599kg/m2)(4.80) (2- 0.98) =733kg/ml (4)
M= BL
= 4.804.90
= 0.98 < 2
TABLERO V RELACIONLB
= 5.004.00
=1.25<2
Losa perimetral
Wm = 632 Kg/m2W = (632kg/m2)(4.0m)/4 = 632 kg/ml
W = (632kg/m2)(4.0) (2- .8) =758 kg/ml (4)
M= BL
= 4.005.00
= 0.8
TABLERO II RELACIONLB
= 5.02.65
=1.88<2
Losa perimetral
Wm = 1006 Kg/m2W = (1006 kg/m2)(2.65.0m)/4 = 666 kg/ml
W = (1006kg/m2)(2.65) (2- 0.53) =980 kg/ml (4)
B= 4.80
L= 4.90
L= 5.00
B= 4.00
B= 2.65
L= 5.00
M= BL
= 2.655.00
= 0.53 < 2
TABLERO I RELACIONLB
= 4.904.00
=1.22<2
Losa perimetral
Wm = 599 Kg/m2W = (599 kg/m2)(4.0m)/4 = 599 kg/ml
W = (599kg/m2)(4.00) (2- 0.81) =713 kg/ml (4)
M= BL
= 4.004. .90
= 0.81 < 2
TABLERO IVRELACIONLB
= 4.904.00
=1.22<2
Losa perimetral
Wm = 618 Kg/m2W = (618 kg/m2)(4.90m)/4 = 757 kg/ml
W = (618kg/m2)(4.90) (2- .81) = 901 kg/ml (4)
M= BL
= 4.004.90
= 0.81 < 2
TABLERO IIIRELACIONLB
= 4.902.65
=1.84<2
Losa perimetral
Wm = 618 Kg/m2W = (618 kg/m2)(2.65m)/4 = 409 kg/ml
W = (618kg/m2)(2.65m) (2- .54) = 598kg/ml (4)
L= 4.90
B= 4.00
L= 4.90
B= 4.00
L= 4.90
B= 2.65
M= BL
= 2.654.90
= .54 < 2
