vigueta 1

MUERTA ULTIMA4 kn/m2

4.77 M

3 4

CARGA ULTIMA7 kn/m2

4.77 M

3 4

CARGA ULTIMA MUERTA ULTIMA7 kn/m2 4

4.77 M

3 4


4.77 M

3 4

11.75 M

2

1.75 M

MUERTA ULTIMA 3kn/m2

1.75 M

CARGA ULTIMA7 kn/m2 4

1.75 M

A

MUERTA ULTIMA4

4.77 M

3A

MOMENTO DE EMPOTRAMIENTO ME(3-4) -7.5843ME(4-3) 7.5843ME(4-VOL4) -6.125

MOMENTO DE FIJACIONMI1 -7.5843MI2 1.4593

RIGIDES

NODO 3 -0.5

NODO 4 -0.5

3-7.5843 -0.5

3.792155.1050125

5.4332281255.51528203135.5357955078

5.5409238775.54220596925.54252649235.54260662315.54262665585.5426316639

5.5426329165.542633229

5.54263330725.5426333268

5.54263333175.54263333295.54263333325.54263333335.54263333335.5426333333

MIK 0

EQULIBRIO ESTATICO

MIJ 0

VW

VH

VT

R

M+DIAGRAMA DE CORTATE

8.25593291

ACORTE A-A

4 kn/m2

4.77 M

MIJ 0 A

VT 8.25593291

SUMA D FUERZA FY 8.25593291 - 4

X: 0 VAA: 8.255932914

X: 4.77 VAA: -10.824067086

SUMA D FUERZA MAA: 8.25593291 X - 2

X: 0 MAA 0

X: 4.77 MAA -6.125

X1 0

X2 4.12796646

MUERTA ULTIMAkn/m2

11.75 M

4

4-7.5843 7.5843 -0.5 1.4593 -6.125

-2.625725-3.28215625-3.44626406-3.48729102-3.49754775-3.50011194-3.50075298-3.50091325-3.50095331-3.50096333-3.50096583-3.50096646-3.50096661-3.50096665-3.50096666

-3.50096667-3.50096667-3.50096667-3.50096667-3.50096667-3.50096667

6.125

6.125

9.54 9.54 7

-1.28406709 1.28406709

8.25593291 10.8240671 7

8.25593291 17.8240671

8.52005354 0

7

17.8240671

0 4.77<X<

X =-VAA

X^2 - 0

A

MUERTA ULTIMA7

4.77 M

3A


MOMENTO DE FIJACIONMI1 -13.6441557MI2 7.5191557

RIGIDES

NODO 3 -0.5

NODO 4 -0.5

3-13.6441557 -0.5

6.8220778510.40738623811.30371333411.52779510911.58381555211.59782066311.601321941

11.6021972611.60241609

11.60247079811.60248447411.60248789411.60248874811.60248896211.602489016

11.60248902911.60248903211.60248903311.60248903311.60248903311.602489033

MIK 0

EQULIBRIO ESTATICO

MIJ 0

VW

VH

VT

R


15.8783929

ACORTE A-A

7 kn/m2

4.77 M

MIJ 0 A

VT 15.8783929

SUMA D FUERZA FY 15.8783929 - 7.196

X: 0 VAA: 15.878392914

X: 4.77 VAA: -18.446527086

SUMA D FUERZA MAA: 15.8783929 X - 3.598

X: 0 MAA 0

X: 4.77 MAA -6.125

X1 0

X2 4.41311643

MUERTA ULTIMAkn/m2

11.75 M

4

4-13.6441557 13.6441557 -0.5 7.5191557 -6.125

-7.17061678-8.96327097-9.41143452

-9.5234754-9.55148563-9.55848818-9.56023882-9.56067648

-9.5607859-9.56081325-9.56082009

-9.5608218-9.56082222-9.56082233-9.56082236

-9.56082236-9.56082237-9.56082237-9.56082237-9.56082237-9.56082237

6.125

6.125

17.16246 17.16246 7

-1.28406709 1.28406709

15.8783929 18.4465271 7

15.8783929 25.4465271

17.5182992 -2.72033074

7

25.4465271

0 4.77<X<

X =-VAA

X^2 - 0

CARGA ULTIMA7 kn/m2

4.77 M

3

MOMENTO DE EMPOTRAMIENTO ME(3-4) -13.6441557ME(4-3) 13.6441557ME(4-VOL4) -32

MOMENTO DE FIJACIONMI1 -13.6441557MI2 -18.3558443

RIGIDES

NODO 3 -0.5

NODO 4 -0.5

3-13.6441557 -0.5

6.822077853.93863623753.21777583443.03756073362.99250695842.98124351462.97842765362.97772368842.97754769712.97750369932.9774926998

2.977489952.97748926252.97748909062.9774890477

2.97748903692.97748903422.97748903362.97748903342.97748903332.9774890333

MIK 0

EQULIBRIO ESTATICO

MIJ 0

VW

VH

VT

R


10.4538646

ACORTE A-A

7 kn/m2

4.77 M

MIJ 0 A

VT 10.4538646

SUMA D FUERZA FY 10.4538646 - 7.196

X: 0 VAA: 10.453864612

X: 4.77 VAA: -23.871055388

SUMA D FUERZA MAA: 10.4538646 X - 3.598

X: 0 MAA 0

X: 4.77 MAA -32

X1 0

X2 2.90546543

MUERTA ULTIMA 34 kn/m2

1.75 M

4

4-13.6441557 13.6441557 -0.5 -18.3558443 -32

5.766883237.208604037.569034237.659141787.681668677.687300397.688708327.68906031

7.68914837.68917037.6891758

7.689177187.68917752

7.68917767.68917763

7.689177637.689177637.689177637.689177637.689177637.68917763

32

32

17.16246 17.16246 7

-6.70859539 6.70859539

10.4538646 23.8710554 7

10.4538646 30.8710554

7.59333556 -28.5953307

7

30.8710554

0 4.77<X<

X =-VAA

X^2 - 0


4.77 M

3


MOMENTO DE FIJACIONMI1 -7.5843MI2 -3.434575

RIGIDES

NODO 3 -0.5

NODO 4 -0.5

3-7.5843 -0.5

3.792153.88154375

3.90389218753.90947929693.91087607423.91122526863.91131256713.91133439183.9113398479

3.9113412123.911341553

3.91134163823.91134165963.91134166493.9113416662

3.91134166663.91134166663.91134166673.91134166673.91134166673.9113416667

MIK 0

EQULIBRIO ESTATICO

MIJ 0

VW

VH

VT

R


7.22996331

ACORTE A-A

4 kn/m2

4.77 M

MIJ 0 A

VT 7.22996331

SUMA D FUERZA FY 7.22996331 - 4

X: 0 VAA: 7.2299633124

X: 4.77 VAA: -11.850036688

SUMA D FUERZA MAA: 7.22996331 X - 2

X: 0 MAA 0

X: 4.77 MAA -11.018875

X1 0

X2 3.61498166

CARGA ULTIMA7 kn/m2

1.75 M

4

4-7.5843 7.5843 -0.5 -3.434575 -11.018875

-0.1787875-0.22348438-0.23465859-0.23745215-0.23815054-0.23832513-0.23836878

-0.2383797-0.23838242-0.23838311-0.23838328-0.23838332-0.23838333-0.23838333-0.23838333

-0.23838333-0.23838333-0.23838333-0.23838333-0.23838333-0.23838333

11.018875

11.018875

9.54 9.54 7

-2.31003669 2.31003669

7.22996331 11.8500367 7

7.22996331 18.8500367

6.53404619 -4.893875

7

18.8500367

0 4.77<X<

X =-VAA

X^2 - 0

vigueta 1

0 6.1258.52005354

0 6.12517.5182992

0 327.59333556

0 11.0188756.53404619

0 17.5182992 32

0 1946.47768 3555.5555556

K- 1946.47768K+ 3555.5555556ρ- 0.005491ρ+ 0.003333As- (cms^2) 1.6473As+ (cms^2) 0.9999XoArmad- 1Armad+ 1

φ 1/2

vigueta 1

M-10 M+

M-2-2.72033074 M+

M-3-28.5953307 M+ b=

d=M-

4-4.893875 M+b=

0 d=

0

0

0

0φ 1/2

0.1 m0.3 m

10 cm30 cm

vigueta 1

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