Tableros

Post on 03-Feb-2016

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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