acciones edificacion cte
DESCRIPTION
CALCULO DE LAS ACCIONESTRANSCRIPT
Altura nave (m)8.3(h)
Luz (m)
26
Presión dinámica: 2.64650490632
0.45 -1.188343852
Longitud (m)
50
PILARES -4.4778174
(b) Coeficiente de exposición: -2.985211608
Altura pilar (m)
6
1.658450893 -1.865757255
-4.84108167667
Modulación (m)
5
e (m) 16.6 -3.72657091683
-1.67547383463
Zona viento (CTE)
B
-0.38056684074
-1.50743658349
Grado de Asperza (CTE)
IV
0.37562324758
0.37562324758
F 0.73045023 DINTELES 0.37562324758
k 0.22 -1.11203896326
Z 5 -1.11203896326
L 0.3 -5.40698834462
z 8.3 -4.850968863
-2.42424853321
-2.05109708221
RESULTADOS RESULTADOSPORTICO CENTRAL HASTIAL
HIPOTESIS V1: HIPOTESIS V2: HIPOTESIS V1: HIPOTESIS V2:
PILARES 2.646504906 PILARES 2.646504906 PILARES -4.4778174 PILARES -4.4778174
-1.18834385 -1.18834385 -2.985211608 -2.98521161
-3.72657092 0.375623248 -1.865757255 -1.86575725
DINTELES -1.67547383 DINTELES 0.375623248 -4.84108167667 0.375623248
-0.38056684 -1.11203896 DINTELES -1.67547383463 DINTELES 0.375623248
-1.50743658 -1.11203896 -0.38056684074 -1.11203896
-1.50743658349 -1.11203896HIPOTESIS V3: HIPOTESIS V4:
PILARES 0 HIPOTESIS V3:
0 PILARES 2.64650490632
-2.42424853 -1.188343852
DINTELES ó -5.40698834462
-2.05109708 DINTELES -4.850968863
Coeficientes presión exterior:
ACCION VIENTO qe=qb*Ce*Qp
Carga de viento (Qe):
Qe,D (kN/m)
qb (kN/m2) Qe,E (kN/m)
Qe,A (kN/m)
Qe,B (kN/m)
Ce (kN/m2) Qe,C (kN/m)
Qe,F1 (kN/m)
Qe,G1 (kN/m)
Qe,H1 (kN/m)
Qe,I1 (kN/m)
Qe,J1 (kN/m)
Qe,F2 (kN/m)
Qe,G2 (kN/m)
Qe,H2 (kN/m)
Qe,I2 (kN/m)
Qe,J2 (kN/m)
Qe,F' (kN/m)
Qe,G' (kN/m)
Qe,H' (kN/m)
Qe,I' (kN/m)
Qe,D (kN/m) Qe,D (kN/m) Qe,A (kN/m) Qe,A (kN/m)
Qe,E (kN/m) Qe,E (kN/m) Qe,B (kN/m) Qe,B (kN/m)
Qe,G1 (kN/m) Qe,G2 (kN/m) Qe,C (kN/m) Qe,C (kN/m)
Qe,H1 (kN/m) Qe,H2 (kN/m) Qe,F1 (kN/m) Qe,F1 (kN/m)
Qe,I1 (kN/m) Qe,I2 (kN/m) Qe,H1 (kN/m) Qe,H1 (kN/m)
Qe,J1 (kN/m) Qe,J2 (kN/m) Qe,I1 (kN/m) Qe,I1 (kN/m)
Qe,J1 (kN/m) Qe,J1 (kN/m)
Qe,D (kN/m)
Qe,E (kN/m) Qe,D (kN/m)
Qe,H' (kN/m) Qe,E (kN/m)
Qe,F´' (kN/m)
Qe,I' (kN/m) Qe,G' (kN/m)
PARAMENTOS VERTICALES
A (m2) h/d30 0.319230769 -1.2 -0.8 -0.5 0.70923077 -0.3185
TABLA D1. Parametros verticales ( INTERPOLACION)A (m2) h/d A B C D E
>10 5 -1.2 -0.8 -0.5 0.8 -0.71 -1.2 -0.8 -0.5 0.8 -0.5
0.25 -1.2 -0.8 -0.5 0.7 -0.3
DINTELES:
A (m2) α10.03312055 -1.2974 -0.9987 -0.4490 -0.1020 -0.4040
66.0094690177 α10.03312055 0.1007 0.1007 0.1007 -0.2980 -0.2980
TABLA D3. Cubierta a dos aguas (INTERPOLACION) -45-45
A (m2) α F1 G1 H1 I1 J15 -1.7 -1.2 -0.6 0.2 0.2
>10 5 0 0 0 -0.6 -0.6α F2 G2 H2 I1 J2
15 -0.9 -0.8 -0.3 -0.4 -115 0.2 0.2 0.2 0 0
A (m2) α10.03312055 -1.4490 -1.3000 -0.6497 -0.5497
66.0094690177
Cp,A Cp,B Cp,C Cp,D Cp,E
Cp,F1 Cp,G1 Cp,H1 Cp,I1 Cp,J1
Cp,F2 Cp,G2 Cp,H2 Cp,H2 Cp,J2
Cp,F' Cp,G' Cp,H' Cp,I'
TABLA D3, Cubierta a dos aguas (INTERPOLACION) 45-135A (m2) α F' G' H' I'
5 -1.6 -1.3 -0.7 -0.6>10 15 -1.3 -1.3 -0.6 -0.5
Altura nave (m)8.9(h)
Luz (m)
30
Presión dinámica: 2.7088726988
0.45 -1.198450288
Longitud (m)
50
PILARES -4.6028674
(b) Coeficiente de exposición: -3.0685782617
Altura pilar (m)
6
1.704765701 -1.91786141356
-4.6973227088
Modulación (m)
5
e (m) 17.8 -3.69116434389
-1.61765640978
Zona viento (CTE)
B
-0.60041000755
-1.96796458053
Grado de Asperza (CTE)
IV
0.45585152433
0.45585152433
F 0.745805298 DINTELES 0.45585152433
k 0.22 -0.93387912329
Z 5 -0.93387912329
L 0.3 -5.4533792369
z 8.9 -4.98643967526
-2.45708021682
-2.07350793411
RESULTADOS RESULTADOSPORTICO CENTRAL HASTIAL
HIPOTESIS V1: HIPOTESIS V2: HIPOTESIS V1: HIPOTESIS V2:
PILARES 2.708872699 PILARES 2.708872699 PILARES -4.6028674 PILARES -4.6028674
-1.19845029 -1.19845029 -3.0685782617 -3.06857826
-3.69116434 0.455851524 -1.91786141356 -1.91786141
DINTELES -1.61765641 DINTELES 0.455851524 -4.6973227088 0.455851524
-0.60041001 -0.93387912 DINTELES -1.61765640978 DINTELES 0.455851524
-1.96796458 -0.93387912 -0.60041000755 -0.93387912
-1.96796458053 -0.93387912HIPOTESIS V3: HIPOTESIS V4:
PILARES 0 HIPOTESIS V3:
0 PILARES 2.7088726988
-2.45708022 -1.198450288
DINTELES ó -5.4533792369
-2.07350793 DINTELES -4.98643967526
Coeficientes presión exterior:
ACCION VIENTO qe=qb*Ce*Qp
Carga de viento (Qe):
Qe,D (kN/m)
qb (kN/m2) Qe,E (kN/m)
Qe,A (kN/m)
Qe,B (kN/m)
Ce (kN/m2) Qe,C (kN/m)
Qe,F1 (kN/m)
Qe,G1 (kN/m)
Qe,H1 (kN/m)
Qe,I1 (kN/m)
Qe,J1 (kN/m)
Qe,F2 (kN/m)
Qe,G2 (kN/m)
Qe,H2 (kN/m)
Qe,I2 (kN/m)
Qe,J2 (kN/m)
Qe,F' (kN/m)
Qe,G' (kN/m)
Qe,H' (kN/m)
Qe,I' (kN/m)
Qe,D (kN/m) Qe,D (kN/m) Qe,A (kN/m) Qe,A (kN/m)
Qe,E (kN/m) Qe,E (kN/m) Qe,B (kN/m) Qe,B (kN/m)
Qe,G1 (kN/m) Qe,G2 (kN/m) Qe,C (kN/m) Qe,C (kN/m)
Qe,H1 (kN/m) Qe,H2 (kN/m) Qe,F1 (kN/m) Qe,F1 (kN/m)
Qe,I1 (kN/m) Qe,I2 (kN/m) Qe,H1 (kN/m) Qe,H1 (kN/m)
Qe,J1 (kN/m) Qe,J2 (kN/m) Qe,I1 (kN/m) Qe,I1 (kN/m)
Qe,J1 (kN/m) Qe,J1 (kN/m)
Qe,D (kN/m)
Qe,E (kN/m) Qe,D (kN/m)
Qe,H' (kN/m) Qe,E (kN/m)
Qe,F´' (kN/m)
Qe,I' (kN/m) Qe,G' (kN/m)
PARAMENTOS VERTICALES
A (m2) h/d30 0.296666667 -1.2 -0.8 -0.5 0.70622222 -0.3124
TABLA D1. Parametros verticales ( INTERPOLACION)A (m2) h/d A B C D E
>10 5 -1.2 -0.8 -0.5 0.8 -0.71 -1.2 -0.8 -0.5 0.8 -0.5
0.25 -1.2 -0.8 -0.5 0.7 -0.3
DINTELES:
A (m2) α10.94218541 -1.2246 -0.9623 -0.4217 -0.1565 -0.5131
76.3888080808 α10.94218541 0.1188 0.1188 0.1188 -0.2435 -0.2435
TABLA D3. Cubierta a dos aguas (INTERPOLACION) -45-45
A (m2) α F1 G1 H1 I1 J15 -1.7 -1.2 -0.6 0.2 0.2
>10 5 0 0 0 -0.6 -0.6α F2 G2 H2 I1 J2
15 -0.9 -0.8 -0.3 -0.4 -115 0.2 0.2 0.2 0 0
A (m2) α10.94218541 -1.4217 -1.3000 -0.6406 -0.5406
76.3888080808
Cp,A Cp,B Cp,C Cp,D Cp,E
Cp,F1 Cp,G1 Cp,H1 Cp,I1 Cp,J1
Cp,F2 Cp,G2 Cp,H2 Cp,H2 Cp,J2
Cp,F' Cp,G' Cp,H' Cp,I'
TABLA D3, Cubierta a dos aguas (INTERPOLACION) 45-135A (m2) α F' G' H' I'
5 -1.6 -1.3 -0.7 -0.6>10 15 -1.3 -1.3 -0.6 -0.5
PORTICO TIPO DE 25 METROS DE LUZ
Altura nave (m)8.2(h)
Luz (m)
25
Presión dinámica: 2.63808807985
0.45 -1.191298784
Longitud (m)
50
PILARES -4.4562299
(b) Coeficiente de exposición: -2.97081990974
Altura pilar (m)
6
1.650455505 -1.85676244358
-4.8329805447
Modulación (m)
5
e (m) 16.4 -3.71622398286
-1.67311052099
Zona viento (CTE)
B
-0.36730384518
-1.4773126678
Grado de Asperza (CTE)
IV
0.37000294087
0.37000294087
F 0.727783531 DINTELES 0.37000294087
k 0.22 -1.11810610968
Z 5 -1.11810610968
L 0.3 -5.38663540816
z 8.2 -4.82758235332
-2.41446595058
-2.04311346187
RESULTADOS RESULTADOSPORTICO CENTRAL HASTIAL
HIPOTESIS V1: HIPOTESIS V2: HIPOTESIS V1: HIPOTESIS V2:
PILARES 2.63808808 PILARES 2.63808808 PILARES -4.4562299 PILARES -4.4562299
-1.19129878 -1.19129878 -2.97081990974 -2.97081991
-3.71622398 0.370002941 -1.85676244358 -1.85676244
DINTELES -1.67311052 DINTELES 0.370002941 -4.8329805447 0.370002941
-0.36730385 -1.11810611 DINTELES -1.67311052099 DINTELES 0.370002941
-1.47731267 -1.11810611 -0.36730384518 -1.11810611
-1.4773126678 -1.11810611HIPOTESIS V3: HIPOTESIS V4:
PILARES 0 HIPOTESIS V3:
0 PILARES 2.63808807985
-2.41446595 -1.191298784
DINTELES ó -5.38663540816
-2.04311346 DINTELES -4.82758235332
ACCION VIENTO qe=qb*Ce*Qp
Carga de viento (Qe):
Qe,D (kN/m)
qb (kN/m2) Qe,E (kN/m)
Qe,A (kN/m)
Qe,B (kN/m)
Ce (kN/m2) Qe,C (kN/m)
Qe,F1 (kN/m)
Qe,G1 (kN/m)
Qe,H1 (kN/m)
Qe,I1 (kN/m)
Qe,J1 (kN/m)
Qe,F2 (kN/m)
Qe,G2 (kN/m)
Qe,H2 (kN/m)
Qe,I2 (kN/m)
Qe,J2 (kN/m)
Qe,F' (kN/m)
Qe,G' (kN/m)
Qe,H' (kN/m)
Qe,I' (kN/m)
Qe,D (kN/m) Qe,D (kN/m) Qe,A (kN/m) Qe,A (kN/m)
Qe,E (kN/m) Qe,E (kN/m) Qe,B (kN/m) Qe,B (kN/m)
Qe,G1 (kN/m) Qe,G2 (kN/m) Qe,C (kN/m) Qe,C (kN/m)
Qe,H1 (kN/m) Qe,H2 (kN/m) Qe,F1 (kN/m) Qe,F1 (kN/m)
Qe,I1 (kN/m) Qe,I2 (kN/m) Qe,H1 (kN/m) Qe,H1 (kN/m)
Qe,J1 (kN/m) Qe,J2 (kN/m) Qe,I1 (kN/m) Qe,I1 (kN/m)
Qe,J1 (kN/m) Qe,J1 (kN/m)
Qe,D (kN/m)
Qe,E (kN/m) Qe,D (kN/m)
Qe,H' (kN/m) Qe,E (kN/m)
Qe,F´' (kN/m)
Qe,I' (kN/m) Qe,G' (kN/m)
Coeficientes presión exterior:
PARAMENTOS VERTICALES
A (m2) h/d30 0.328 -1.2 -0.8 -0.5 0.71040000 -0.3208
TABLA D1. Parametros verticales ( INTERPOLACION)A (m2) h/d A B C D E
>10 5 -1.2 -0.8 -0.5 0.8 -0.71 -1.2 -0.8 -0.5 0.8 -0.5
0.25 -1.2 -0.8 -0.5 0.7 -0.3
DINTELES:
A (m2) α9.98182929 -1.3015 -1.0007 -0.4505 -0.0989 -0.3978
63.4606177089 α9.98182929 0.0996 0.0996 0.0996 -0.3011 -0.3011
TABLA D3. Cubierta a dos aguas (INTERPOLACION) -45-45
A (m2) α F1 G1 H1 I1 J15 -1.7 -1.2 -0.6 0.2 0.2
>10 5 0 0 0 -0.6 -0.6α F2 G2 H2 I1 J2
15 -0.9 -0.8 -0.3 -0.4 -115 0.2 0.2 0.2 0 0
A (m2) α9.98182929 -1.4505 -1.3000 -0.6502 -0.5502
63.4606177089
Cp,A Cp,B Cp,C Cp,D Cp,E
Cp,F1 Cp,G1 Cp,H1 Cp,I1 Cp,J1
Cp,F2 Cp,G2 Cp,H2 Cp,H2 Cp,J2
Cp,F' Cp,G' Cp,H' Cp,I'
TABLA D3, Cubierta a dos aguas (INTERPOLACION) 45-135A (m2) α F' G' H' I'
5 -1.6 -1.3 -0.7 -0.6>10 15 -1.3 -1.3 -0.6 -0.5
PORTICO TIPO DE 22 METROS DE LUZ
Altura nave (m)7.95(h)
Luz (m)
22
Presión dinámica: 2.62186288441
0.45 -1.209235616
Longitud (m)
50
PILARES -4.4012620
(b) Coeficiente de exposición: -2.93417465657
Altura pilar (m)
6
1.630097031 -1.83385916035
-4.75261624692
Modulación (m)
5
e (m) 15.9 -3.66000953571
-1.64469165557
Zona viento (CTE)
B
-0.37833500957
-1.49021368327
Grado de Asperza (CTE)
IV
0.37062622457
0.37062622457
F 0.720971841 DINTELES 0.37062622457
k 0.22 -1.08875231872
Z 5 -1.08875231872
L 0.3 -5.31240997628
z 7.95 -4.76803381692
-2.38208971221
-2.01531788014
RESULTADOS RESULTADOSPORTICO CENTRAL HASTIAL
HIPOTESIS V1: HIPOTESIS V2: HIPOTESIS V1: HIPOTESIS V2:
PILARES 2.621862884 PILARES 2.621862884 PILARES -4.4012620 PILARES -4.4012620
-1.20923562 -1.20923562 -2.93417465657 -2.93417466
-3.66000954 0.370626225 -1.83385916035 -1.83385916
DINTELES -1.64469166 DINTELES 0.370626225 -4.75261624692 0.370626225
-0.37833501 -1.08875232 DINTELES -1.64469165557 DINTELES 0.370626225
-1.49021368 -1.08875232 -0.37833500957 -1.08875232
-1.49021368327 -1.08875232HIPOTESIS V3: HIPOTESIS V4:
PILARES 0 HIPOTESIS V3:
0 PILARES 2.62186288441
-2.38208971 -1.209235616
DINTELES ó -5.31240997628
-2.01531788 DINTELES -4.76803381692
ACCION VIENTO qe=qb*Ce*Qp
Carga de viento (Qe):
Qe,D (kN/m)
qb (kN/m2) Qe,E (kN/m)
Qe,A (kN/m)
Qe,B (kN/m)
Ce (kN/m2) Qe,C (kN/m)
Qe,F1 (kN/m)
Qe,G1 (kN/m)
Qe,H1 (kN/m)
Qe,I1 (kN/m)
Qe,J1 (kN/m)
Qe,F2 (kN/m)
Qe,G2 (kN/m)
Qe,H2 (kN/m)
Qe,I2 (kN/m)
Qe,J2 (kN/m)
Qe,F' (kN/m)
Qe,G' (kN/m)
Qe,H' (kN/m)
Qe,I' (kN/m)
Qe,D (kN/m) Qe,D (kN/m) Qe,A (kN/m) Qe,A (kN/m)
Qe,E (kN/m) Qe,E (kN/m) Qe,B (kN/m) Qe,B (kN/m)
Qe,G1 (kN/m) Qe,G2 (kN/m) Qe,C (kN/m) Qe,C (kN/m)
Qe,H1 (kN/m) Qe,H2 (kN/m) Qe,F1 (kN/m) Qe,F1 (kN/m)
Qe,I1 (kN/m) Qe,I2 (kN/m) Qe,H1 (kN/m) Qe,H1 (kN/m)
Qe,J1 (kN/m) Qe,J2 (kN/m) Qe,I1 (kN/m) Qe,I1 (kN/m)
Qe,J1 (kN/m) Qe,J1 (kN/m)
Qe,D (kN/m)
Qe,E (kN/m) Qe,D (kN/m)
Qe,H' (kN/m) Qe,E (kN/m)
Qe,F´' (kN/m)
Qe,I' (kN/m) Qe,G' (kN/m)
Coeficientes presión exterior:
PARAMENTOS VERTICALES
A (m2) h/d30 0.36136364 -1.2 -0.8 -0.5 0.71484848 -0.3297
TABLA D1. Parametros verticales ( INTERPOLACION)A (m2) h/d A B C D E
>10 5 -1.2 -0.8 -0.5 0.8 -0.71 -1.2 -0.8 -0.5 0.8 -0.5
0.25 -1.2 -0.8 -0.5 0.7 -0.3
DINTELES:
A (m2) α10.0525448 -1.2958 -0.9979 -0.4484 -0.1032 -0.4063
55.857519637 α10.0525448 0.1011 0.1011 0.1011 -0.2968 -0.2968
TABLA D3. Cubierta a dos aguas (INTERPOLACION) -45-45
A (m2) α F1 G1 H1 I1 J15 -1.7 -1.2 -0.6 0.2 0.2
>10 5 0 0 0 -0.6 -0.6α F2 G2 H2 I1 J2
15 -0.9 -0.8 -0.3 -0.4 -115 0.2 0.2 0.2 0 0
A (m2) α10.0525448 -1.4484 -1.3000 -0.6495 -0.5495
55.857519637
Cp,A Cp,B Cp,C Cp,D Cp,E
Cp,F1 Cp,G1 Cp,H1 Cp,I1 Cp,J1
Cp,F2 Cp,G2 Cp,H2 Cp,H2 Cp,J2
Cp,F' Cp,G' Cp,H' Cp,I'
TABLA D3, Cubierta a dos aguas (INTERPOLACION) 45-135A (m2) α F' G' H' I'
5 -1.6 -1.3 -0.7 -0.6>10 15 -1.3 -1.3 -0.6 -0.5
PORTICO TIPO DE 20 METROS DE LUZ
Altura nave (m)7.77(h)
Luz (m)
20
Presión dinámica: 2.610887039
0.45 -1.224405966
Longitud (m)
50
PILARES -4.3607652
(b) Coeficiente de exposición: -2.90717680876
Altura pilar (m)
6
1.615098227 -1.81698550547
-4.71329118982
Modulación (m)
5
e (m) 15.54 -3.62853544874
-1.63121028327
Zona viento (CTE)
B
-0.3715504444
-1.46989509099
Grado de Asperza (CTE)
IV
0.3661148822
0.3661148822
F 0.715933453 DINTELES 0.3661148822
k 0.22 -1.08203795998
Z 5 -1.08203795998
L 0.3 -5.26518129422
z 7.77 -4.72416231423
-2.36072226656
-1.99732516547
RESULTADOS RESULTADOSPORTICO CENTRAL HASTIAL
HIPOTESIS V1: HIPOTESIS V2: HIPOTESIS V1: HIPOTESIS V2:
PILARES 2.610887039 PILARES 2.610887039 PILARES -4.3607652 PILARES -4.3607652
-1.22440597 -1.22440597 -2.90717680876 -2.90717681
-3.62853545 0.366114882 -1.81698550547 -1.81698551
DINTELES -1.63121028 DINTELES 0.366114882 -4.71329118982 0.366114882
-0.37155044 -1.08203796 DINTELES -1.63121028327 DINTELES 0.366114882
-1.46989509 -1.08203796 -0.3715504444 -1.08203796
-1.46989509099 -1.08203796HIPOTESIS V3: HIPOTESIS V4:
PILARES 0 HIPOTESIS V3:
0 PILARES 2.610887039
-2.36072227 -1.224405966
DINTELES ó -5.26518129422
-1.99732517 DINTELES -4.72416231423
ACCION VIENTO qe=qb*Ce*Qp
Carga de viento (Qe):
Qe,D (kN/m)
qb (kN/m2) Qe,E (kN/m)
Qe,A (kN/m)
Qe,B (kN/m)
Ce (kN/m2) Qe,C (kN/m)
Qe,F1 (kN/m)
Qe,G1 (kN/m)
Qe,H1 (kN/m)
Qe,I1 (kN/m)
Qe,J1 (kN/m)
Qe,F2 (kN/m)
Qe,G2 (kN/m)
Qe,H2 (kN/m)
Qe,I2 (kN/m)
Qe,J2 (kN/m)
Qe,F' (kN/m)
Qe,G' (kN/m)
Qe,H' (kN/m)
Qe,I' (kN/m)
Qe,D (kN/m) Qe,D (kN/m) Qe,A (kN/m) Qe,A (kN/m)
Qe,E (kN/m) Qe,E (kN/m) Qe,B (kN/m) Qe,B (kN/m)
Qe,G1 (kN/m) Qe,G2 (kN/m) Qe,C (kN/m) Qe,C (kN/m)
Qe,H1 (kN/m) Qe,H2 (kN/m) Qe,F1 (kN/m) Qe,F1 (kN/m)
Qe,I1 (kN/m) Qe,I2 (kN/m) Qe,H1 (kN/m) Qe,H1 (kN/m)
Qe,J1 (kN/m) Qe,J2 (kN/m) Qe,I1 (kN/m) Qe,I1 (kN/m)
Qe,J1 (kN/m) Qe,J1 (kN/m)
Qe,D (kN/m)
Qe,E (kN/m) Qe,D (kN/m)
Qe,H' (kN/m) Qe,E (kN/m)
Qe,F´' (kN/m)
Qe,I' (kN/m) Qe,G' (kN/m)
Coeficientes presión exterior:
PARAMENTOS VERTICALES
A (m2) h/d30 0.3885 -1.2 -0.8 -0.5 0.71846667 -0.3369
TABLA D1. Parametros verticales ( INTERPOLACION)A (m2) h/d A B C D E
>10 5 -1.2 -0.8 -0.5 0.8 -0.71 -1.2 -0.8 -0.5 0.8 -0.5
0.25 -1.2 -0.8 -0.5 0.7 -0.3
DINTELES:
A (m2) α10.0373941 -1.2970 -0.9985 -0.4489 -0.1022 -0.4045
50.7771848373 α10.0373941 0.1007 0.1007 0.1007 -0.2978 -0.2978
TABLA D3. Cubierta a dos aguas (INTERPOLACION) -45-45
A (m2) α F1 G1 H1 I1 J15 -1.7 -1.2 -0.6 0.2 0.2
>10 5 0 0 0 -0.6 -0.6α F2 G2 H2 I1 J2
15 -0.9 -0.8 -0.3 -0.4 -115 0.2 0.2 0.2 0 0
A (m2) α10.0373941 -1.4489 -1.3000 -0.6496 -0.5496
50.7771848373
Cp,A Cp,B Cp,C Cp,D Cp,E
Cp,F1 Cp,G1 Cp,H1 Cp,I1 Cp,J1
Cp,F2 Cp,G2 Cp,H2 Cp,H2 Cp,J2
Cp,F' Cp,G' Cp,H' Cp,I'
TABLA D3, Cubierta a dos aguas (INTERPOLACION) 45-135A (m2) α F' G' H' I'
5 -1.6 -1.3 -0.7 -0.6>10 15 -1.3 -1.3 -0.6 -0.5
PORTICO TIPO DE 18 METROS DE LUZ
Altura nave (m)7.85(h)
Luz (m)
18
Presión dinámica: 2.64488636263
0.45 -1.275816416
Longitud (m)
50
PILARES -4.3788614
(b) Coeficiente de exposición: -2.91924095211
Altura pilar (m)
6
1.621800529 -1.82452559507
-4.27211350794
Modulación (m)
5
e (m) 15.7 -3.41322467052
-1.46520314585
Zona viento (CTE)
B
-0.71864489845
-2.16710003492
Grado de Asperza (CTE)
IV
0.48281837883
0.48281837883
F 0.718186994 DINTELES 0.48281837883
k 0.22 -0.74097557761
Z 5 -0.74097557761
L 0.3 -5.11425433599
z 7.85 -4.74376654718
-2.31292664369
-1.94802152467
RESULTADOS RESULTADOSPORTICO CENTRAL HASTIAL
HIPOTESIS V1: HIPOTESIS V2: HIPOTESIS V1: HIPOTESIS V2:
PILARES 2.644886363 PILARES 2.644886363 PILARES -4.3788614 PILARES -4.3788614
-1.27581642 -1.27581642 -2.91924095211 -2.91924095
-3.41322467 0.482818379 -1.82452559507 -1.8245256
DINTELES -1.46520315 DINTELES 0.482818379 -4.27211350794 0.482818379
-0.7186449 -0.74097558 DINTELES -1.46520314585 DINTELES 0.482818379
-2.16710003 -0.74097558 -0.71864489845 -0.74097558
-2.16710003492 -0.74097558HIPOTESIS V3: HIPOTESIS V4:
PILARES 0 HIPOTESIS V3:
0 PILARES 2.64488636263
-2.31292664 -1.275816416
DINTELES ó -5.11425433599
-1.94802152 DINTELES -4.74376654718
ACCION VIENTO qe=qb*Ce*Qp
Carga de viento (Qe):
Qe,D (kN/m)
qb (kN/m2) Qe,E (kN/m)
Qe,A (kN/m)
Qe,B (kN/m)
Ce (kN/m2) Qe,C (kN/m)
Qe,F1 (kN/m)
Qe,G1 (kN/m)
Qe,H1 (kN/m)
Qe,I1 (kN/m)
Qe,J1 (kN/m)
Qe,F2 (kN/m)
Qe,G2 (kN/m)
Qe,H2 (kN/m)
Qe,I2 (kN/m)
Qe,J2 (kN/m)
Qe,F' (kN/m)
Qe,G' (kN/m)
Qe,H' (kN/m)
Qe,I' (kN/m)
Qe,D (kN/m) Qe,D (kN/m) Qe,A (kN/m) Qe,A (kN/m)
Qe,E (kN/m) Qe,E (kN/m) Qe,B (kN/m) Qe,B (kN/m)
Qe,G1 (kN/m) Qe,G2 (kN/m) Qe,C (kN/m) Qe,C (kN/m)
Qe,H1 (kN/m) Qe,H2 (kN/m) Qe,F1 (kN/m) Qe,F1 (kN/m)
Qe,I1 (kN/m) Qe,I2 (kN/m) Qe,H1 (kN/m) Qe,H1 (kN/m)
Qe,J1 (kN/m) Qe,J2 (kN/m) Qe,I1 (kN/m) Qe,I1 (kN/m)
Qe,J1 (kN/m) Qe,J1 (kN/m)
Qe,D (kN/m)
Qe,E (kN/m) Qe,D (kN/m)
Qe,H' (kN/m) Qe,E (kN/m)
Qe,F´' (kN/m)
Qe,I' (kN/m) Qe,G' (kN/m)
Coeficientes presión exterior:
PARAMENTOS VERTICALES
A (m2) h/d30 0.43611111 -1.2 -0.8 -0.5 0.72481481 -0.3496
TABLA D1. Parametros verticales ( INTERPOLACION)A (m2) h/d A B C D E
>10 5 -1.2 -0.8 -0.5 0.8 -0.71 -1.2 -0.8 -0.5 0.8 -0.5
0.25 -1.2 -0.8 -0.5 0.7 -0.3
DINTELES:
A (m2) α11.6156701 -1.1707 -0.9354 -0.4015 -0.1969 -0.5939
45.9408587208 α11.6156701 0.1323 0.1323 0.1323 -0.2031 -0.2031
TABLA D3. Cubierta a dos aguas (INTERPOLACION) -45-45
A (m2) α F1 G1 H1 I1 J15 -1.7 -1.2 -0.6 0.2 0.2
>10 5 0 0 0 -0.6 -0.6α F2 G2 H2 I1 J2
15 -0.9 -0.8 -0.3 -0.4 -115 0.2 0.2 0.2 0 0
A (m2) α11.6156701 -1.4015 -1.3000 -0.6338 -0.5338
45.9408587208
Cp,A Cp,B Cp,C Cp,D Cp,E
Cp,F1 Cp,G1 Cp,H1 Cp,I1 Cp,J1
Cp,F2 Cp,G2 Cp,H2 Cp,H2 Cp,J2
Cp,F' Cp,G' Cp,H' Cp,I'
TABLA D3, Cubierta a dos aguas (INTERPOLACION) 45-135A (m2) α F' G' H' I'
5 -1.6 -1.3 -0.7 -0.6>10 15 -1.3 -1.3 -0.6 -0.5
PORTICO TIPO DE 15 METROS DE LUZ
Altura nave (m)7.4(h)
Luz (m)
15
Presión dinámica: 2.60930132366
0.45 -1.299900720
Longitud (m)
50
PILARES -4.2749476
(b) Coeficiente de exposición: -2.84996503798
Altura pilar (m)
6
1.58331391 -1.78122814874
-4.46774101759
Modulación (m)
5
e (m) 14.8 -3.48073021291
-1.54181077044
Zona viento (CTE)
B
-0.4788347566
-1.6701607727
Grado de Asperza (CTE)
IV
0.39710867203
0.39710867203
F 0.705199617 DINTELES 0.39710867203
k 0.22 -0.94614776239
Z 5 -0.94614776239
L 0.3 -5.10426706792
z 7.4 -4.63119318672
-2.29516507222
-1.93891944247
RESULTADOS RESULTADOSPORTICO CENTRAL HASTIAL
HIPOTESIS V1: HIPOTESIS V2: HIPOTESIS V1: HIPOTESIS V2:
PILARES 2.609301324 PILARES 2.609301324 PILARES -4.2749476 PILARES -4.2749476
-1.29990072 -1.29990072 -2.84996503798 -2.84996504
-3.48073021 0.397108672 -1.78122814874 -1.78122815
DINTELES -1.54181077 DINTELES 0.397108672 -4.46774101759 0.397108672
-0.47883476 -0.94614776 DINTELES -1.54181077044 DINTELES 0.397108672
-1.67016077 -0.94614776 -0.4788347566 -0.94614776
-1.6701607727 -0.94614776HIPOTESIS V3: HIPOTESIS V4:
PILARES 0 HIPOTESIS V3:
0 PILARES 2.60930132366
-2.29516507 -1.299900720
DINTELES ó -5.10426706792
-1.93891944 DINTELES -4.63119318672
ACCION VIENTO qe=qb*Ce*Qp
Carga de viento (Qe):
Qe,D (kN/m)
qb (kN/m2) Qe,E (kN/m)
Qe,A (kN/m)
Qe,B (kN/m)
Ce (kN/m2) Qe,C (kN/m)
Qe,F1 (kN/m)
Qe,G1 (kN/m)
Qe,H1 (kN/m)
Qe,I1 (kN/m)
Qe,J1 (kN/m)
Qe,F2 (kN/m)
Qe,G2 (kN/m)
Qe,H2 (kN/m)
Qe,I2 (kN/m)
Qe,J2 (kN/m)
Qe,F' (kN/m)
Qe,G' (kN/m)
Qe,H' (kN/m)
Qe,I' (kN/m)
Qe,D (kN/m) Qe,D (kN/m) Qe,A (kN/m) Qe,A (kN/m)
Qe,E (kN/m) Qe,E (kN/m) Qe,B (kN/m) Qe,B (kN/m)
Qe,G1 (kN/m) Qe,G2 (kN/m) Qe,C (kN/m) Qe,C (kN/m)
Qe,H1 (kN/m) Qe,H2 (kN/m) Qe,F1 (kN/m) Qe,F1 (kN/m)
Qe,I1 (kN/m) Qe,I2 (kN/m) Qe,H1 (kN/m) Qe,H1 (kN/m)
Qe,J1 (kN/m) Qe,J2 (kN/m) Qe,I1 (kN/m) Qe,I1 (kN/m)
Qe,J1 (kN/m) Qe,J1 (kN/m)
Qe,D (kN/m)
Qe,E (kN/m) Qe,D (kN/m)
Qe,H' (kN/m) Qe,E (kN/m)
Qe,F´' (kN/m)
Qe,I' (kN/m) Qe,G' (kN/m)
Coeficientes presión exterior:
PARAMENTOS VERTICALES
A (m2) h/d30 0.49333333 -1.2 -0.8 -0.5 0.73244444 -0.3649
TABLA D1. Parametros verticales ( INTERPOLACION)A (m2) h/d A B C D E
>10 5 -1.2 -0.8 -0.5 0.8 -0.71 -1.2 -0.8 -0.5 0.8 -0.5
0.25 -1.2 -0.8 -0.5 0.7 -0.3
DINTELES:
A (m2) α10.5735234 -1.2541 -0.9771 -0.4328 -0.1344 -0.4688
38.1477391204 α10.5735234 0.1115 0.1115 0.1115 -0.2656 -0.2656
TABLA D3. Cubierta a dos aguas (INTERPOLACION) -45-45
A (m2) α F1 G1 H1 I1 J15 -1.7 -1.2 -0.6 0.2 0.2
>10 5 0 0 0 -0.6 -0.6α F2 G2 H2 I1 J2
15 -0.9 -0.8 -0.3 -0.4 -115 0.2 0.2 0.2 0 0
A (m2) α10.5735234 -1.4328 -1.3000 -0.6443 -0.5443
38.1477391204
Cp,A Cp,B Cp,C Cp,D Cp,E
Cp,F1 Cp,G1 Cp,H1 Cp,I1 Cp,J1
Cp,F2 Cp,G2 Cp,H2 Cp,H2 Cp,J2
Cp,F' Cp,G' Cp,H' Cp,I'
TABLA D3, Cubierta a dos aguas (INTERPOLACION) 45-135A (m2) α F' G' H' I'
5 -1.6 -1.3 -0.7 -0.6>10 15 -1.3 -1.3 -0.6 -0.5
PORTICO TIPO DE 14 METROS DE LUZ
Altura nave (m)7.23(h)
Luz (m)
14
Presión dinámica: 2.59534938773
0.45 -1.309268576
Longitud (m)
50
PILARES -4.2342875
(b) Coeficiente de exposición: -2.82285832668
Altura pilar (m)
6
1.568254626 -1.76428645418
-4.5967565741
Modulación (m)
5
e (m) 14.46 -3.53337880497
-1.59146223122
Zona viento (CTE)
B
-0.3456484459
-1.39701147348
Grado de Asperza (CTE)
IV
0.35045434252
0.35045434252
F 0.700086605 DINTELES 0.35045434252
k 0.22 -1.06578071744
Z 5 -1.06578071744
L 0.3 -5.12003513957
z 7.23 -4.58714478086
-2.29477386458
-1.94191657375
RESULTADOS RESULTADOSPORTICO CENTRAL HASTIAL
HIPOTESIS V1: HIPOTESIS V2: HIPOTESIS V1: HIPOTESIS V2:
PILARES 2.595349388 PILARES 2.595349388 PILARES -4.2342875 PILARES -4.2342875
-1.30926858 -1.30926858 -2.82285832668 -2.82285833
-3.5333788 0.350454343 -1.76428645418 -1.76428645
DINTELES -1.59146223 DINTELES 0.350454343 -4.5967565741 0.350454343
-0.34564845 -1.06578072 DINTELES -1.59146223122 DINTELES 0.350454343
-1.39701147 -1.06578072 -0.3456484459 -1.06578072
-1.39701147348 -1.06578072HIPOTESIS V3: HIPOTESIS V4:
PILARES 0 HIPOTESIS V3:
0 PILARES 2.59534938773
-2.29477386 -1.309268576
DINTELES ó -5.12003513957
-1.94191657 DINTELES -4.58714478086
ACCION VIENTO qe=qb*Ce*Qp
Carga de viento (Qe):
Qe,D (kN/m)
qb (kN/m2) Qe,E (kN/m)
Qe,A (kN/m)
Qe,B (kN/m)
Ce (kN/m2) Qe,C (kN/m)
Qe,F1 (kN/m)
Qe,G1 (kN/m)
Qe,H1 (kN/m)
Qe,I1 (kN/m)
Qe,J1 (kN/m)
Qe,F2 (kN/m)
Qe,G2 (kN/m)
Qe,H2 (kN/m)
Qe,I2 (kN/m)
Qe,J2 (kN/m)
Qe,F' (kN/m)
Qe,G' (kN/m)
Qe,H' (kN/m)
Qe,I' (kN/m)
Qe,D (kN/m) Qe,D (kN/m) Qe,A (kN/m) Qe,A (kN/m)
Qe,E (kN/m) Qe,E (kN/m) Qe,B (kN/m) Qe,B (kN/m)
Qe,G1 (kN/m) Qe,G2 (kN/m) Qe,C (kN/m) Qe,C (kN/m)
Qe,H1 (kN/m) Qe,H2 (kN/m) Qe,F1 (kN/m) Qe,F1 (kN/m)
Qe,I1 (kN/m) Qe,I2 (kN/m) Qe,H1 (kN/m) Qe,H1 (kN/m)
Qe,J1 (kN/m) Qe,J2 (kN/m) Qe,I1 (kN/m) Qe,I1 (kN/m)
Qe,J1 (kN/m) Qe,J1 (kN/m)
Qe,D (kN/m)
Qe,E (kN/m) Qe,D (kN/m)
Qe,H' (kN/m) Qe,E (kN/m)
Qe,F´' (kN/m)
Qe,I' (kN/m) Qe,G' (kN/m)
Coeficientes presión exterior:
PARAMENTOS VERTICALES
A (m2) h/d30 0.51642857 -1.2 -0.8 -0.5 0.73552381 -0.3710
TABLA D1. Parametros verticales ( INTERPOLACION)A (m2) h/d A B C D E
>10 5 -1.2 -0.8 -0.5 0.8 -0.71 -1.2 -0.8 -0.5 0.8 -0.5
0.25 -1.2 -0.8 -0.5 0.7 -0.3
DINTELES:
A (m2) α9.96595014 -1.3027 -1.0014 -0.4510 -0.0980 -0.3959
35.5362139233 α9.96595014 0.0993 0.0993 0.0993 -0.3020 -0.3020
TABLA D3. Cubierta a dos aguas (INTERPOLACION) -45-45
A (m2) α F1 G1 H1 I1 J15 -1.7 -1.2 -0.6 0.2 0.2
>10 5 0 0 0 -0.6 -0.6α F2 G2 H2 I1 J2
15 -0.9 -0.8 -0.3 -0.4 -115 0.2 0.2 0.2 0 0
A (m2) α9.96595014 -1.4510 -1.3000 -0.6503 -0.5503
35.5362139233
Cp,A Cp,B Cp,C Cp,D Cp,E
Cp,F1 Cp,G1 Cp,H1 Cp,I1 Cp,J1
Cp,F2 Cp,G2 Cp,H2 Cp,H2 Cp,J2
Cp,F' Cp,G' Cp,H' Cp,I'
TABLA D3, Cubierta a dos aguas (INTERPOLACION) 45-135A (m2) α F' G' H' I'
5 -1.6 -1.3 -0.7 -0.6>10 15 -1.3 -1.3 -0.6 -0.5
PORTICO TIPO DE 12 METROS DE LUZ
Altura nave (m)7.1(h)
Luz (m)
12
Presión dinámica: 2.61108606381
0.45 -1.369750066
Longitud (m)
50
PILARES -4.2026422
(b) Coeficiente de exposición: -2.80176149917
Altura pilar (m)
6
1.556534166 -1.75110093698
-4.44391375054
Modulación (m)
5
e (m) 14.2 -3.44772753116
-1.53513508618
Zona viento (CTE)
B
-0.4319317016
-1.56430377799
Grado de Asperza (CTE)
IV
0.3774573588
0.3774573588
F 0.696094869 DINTELES 0.3774573588
k 0.22 -0.96894904799
Z 5 -0.96894904799
L 0.3 -5.03733696014
z 7.1 -4.55286243615
-2.26281263237
-1.91259244498
RESULTADOS RESULTADOSPORTICO CENTRAL HASTIAL
HIPOTESIS V1: HIPOTESIS V2: HIPOTESIS V1: HIPOTESIS V2:
PILARES 2.611086064 PILARES 2.611086064 PILARES -4.2026422 PILARES -4.2026422
-1.36975007 -1.36975007 -2.80176149917 -2.8017615
-3.44772753 0.377457359 -1.75110093698 -1.75110094
DINTELES -1.53513509 DINTELES 0.377457359 -4.44391375054 0.377457359
-0.4319317 -0.96894905 DINTELES -1.53513508618 DINTELES 0.377457359
-1.56430378 -0.96894905 -0.4319317016 -0.96894905
-1.56430377799 -0.96894905HIPOTESIS V3: HIPOTESIS V4:
PILARES 0 HIPOTESIS V3:
0 PILARES 2.61108606381
-2.26281263 -1.369750066
DINTELES ó -5.03733696014
-1.91259244 DINTELES -4.55286243615
Coeficientes presión exterior:
ACCION VIENTO qe=qb*Ce*Qp
Carga de viento (Qe):
Qe,D (kN/m)
qb (kN/m2) Qe,E (kN/m)
Qe,A (kN/m)
Qe,B (kN/m)
Ce (kN/m2) Qe,C (kN/m)
Qe,F1 (kN/m)
Qe,G1 (kN/m)
Qe,H1 (kN/m)
Qe,I1 (kN/m)
Qe,J1 (kN/m)
Qe,F2 (kN/m)
Qe,G2 (kN/m)
Qe,H2 (kN/m)
Qe,I2 (kN/m)
Qe,J2 (kN/m)
Qe,F' (kN/m)
Qe,G' (kN/m)
Qe,H' (kN/m)
Qe,I' (kN/m)
Qe,D (kN/m) Qe,D (kN/m) Qe,A (kN/m) Qe,A (kN/m)
Qe,E (kN/m) Qe,E (kN/m) Qe,B (kN/m) Qe,B (kN/m)
Qe,G1 (kN/m) Qe,G2 (kN/m) Qe,C (kN/m) Qe,C (kN/m)
Qe,H1 (kN/m) Qe,H2 (kN/m) Qe,F1 (kN/m) Qe,F1 (kN/m)
Qe,I1 (kN/m) Qe,I2 (kN/m) Qe,H1 (kN/m) Qe,H1 (kN/m)
Qe,J1 (kN/m) Qe,J2 (kN/m) Qe,I1 (kN/m) Qe,I1 (kN/m)
Qe,J1 (kN/m) Qe,J1 (kN/m)
Qe,D (kN/m)
Qe,E (kN/m) Qe,D (kN/m)
Qe,H' (kN/m) Qe,E (kN/m)
Qe,F´' (kN/m)
Qe,I' (kN/m) Qe,G' (kN/m)
PARAMENTOS VERTICALES
A (m2) h/d30 0.59166667 -1.2 -0.8 -0.5 0.74555556 -0.3911
TABLA D1. Parametros verticales ( INTERPOLACION)A (m2) h/d A B C D E
>10 5 -1.2 -0.8 -0.5 0.8 -0.71 -1.2 -0.8 -0.5 0.8 -0.5
0.25 -1.2 -0.8 -0.5 0.7 -0.3
DINTELES:
A (m2) α10.3888578 -1.2689 -0.9844 -0.4383 -0.1233 -0.4467
30.5 α10.3888578 0.1078 0.1078 0.1078 -0.2767 -0.2767
TABLA D3. Cubierta a dos aguas (INTERPOLACION) -45-45
A (m2) α F1 G1 H1 I1 J15 -1.7 -1.2 -0.6 0.2 0.2
>10 5 0 0 0 -0.6 -0.6α F2 G2 H2 I1 J2
15 -0.9 -0.8 -0.3 -0.4 -115 0.2 0.2 0.2 0 0
A (m2) α10.3888578 -1.4383 -1.3000 -0.6461 -0.5461
30.5
TABLA D3, Cubierta a dos aguas (INTERPOLACION) 45-135A (m2) α F' G' H' I'
5 -1.6 -1.3 -0.7 -0.6>10 15 -1.3 -1.3 -0.6 -0.5
Cp,A Cp,B Cp,C Cp,D Cp,E
Cp,F1 Cp,G1 Cp,H1 Cp,I1 Cp,J1
Cp,F2 Cp,G2 Cp,H2 Cp,H2 Cp,J2
Cp,F' Cp,G' Cp,H' Cp,I'
DATOS GENERALES
Altura nave (m)8(h)
Luz (m)
20
Presión dinámica:
0.52
Longitud (m)
50(b) Coeficiente de exposición:
Altura pilar (m)
6
2.6426218
Modulación (m)
5
e (m) 16
Zona viento (CTE)
C
Grado de Asperza (CTE)
I
F 1.18328768
k 0.15
Z 1
L 0.003
z 8
Coeficientes presión exterior:
PARAMENTOS VERTICALES
ACCION VIENTO qe=qb*qe*qp
qb (kN/m2)
qe (kN/m2)
CUBIERTA
Carga de viento:
-2.061245
3.43540834
PILARES 6.87081667
13.7416333
10.306225
6.87081667
20.61245
20.61245
-6.87081667
6.87081667
-6.87081667
6.87081667
DINTELES -6.87081667
3.43540834
-3.43540834
3.43540834
-3.43540834
6.87081667
-6.87081667
6.87081667
-6.87081667
6.87081667
A (m2) h/d30 0.16 -0.3 0.5 1 2
Qe,D (kN/m)
Qe,E (kN/m)
Qe,A (kN/m)
Qe,B (kN/m)
Qe,C (kN/m)
Qe,F1 (kN/m)
Qe,G1 (kN/m)
Qe,H1 (kN/m)
Qe,F2 (kN/m)
Qe,G2 (kN/m)
Qe,H2 (kN/m)
Qe,F1' (kN/m)
Qe,G1' (kN/m)
Qe,H1' (kN/m)
Qe,F2' (kN/m)
Qe,G2' (kN/m)
Qe,H2' (kN/m)
Qe,inf (kN/m)
Qe,sup (kN/m)
Qe,G'' (kN/m)
Qe,H'' (kN/m)
Qe,G'' (kN/m)
Cp,D Cp,E Cp,A Cp,B
A (m2)α
5.71059314 1
11.89768943α
5.71059314 -1
A (m2)α
5.71059314
11.8976894α
5.71059314
A (m2)α
11.3099325
11.8976894
Cp,F1
Cp,F2
1.5Cp,C
3 3
1 -1
1 -1 0.5
-0.5 0.5 -0.5
1 -1 1 -1 1
Cp,G1 Cp,H1
Cp,G2 Cp,H2
Cp,F1' Cp,G1' Cp,H1'
Cp,F2' Cp,G2' Cp,H2'
Cp,inf Cp,sup Cp,G'' Cp,H'' Cp,I''
PORTICO TIPO DE 12 METROS DE LUZ
Altura nave (m)7.06(h)
Luz (m)
12
Presión dinámica: 2.60342204951
0.45 -1.363438449
Longitud (m)
50
PILARES -4.1928062
(b) Coeficiente de exposición: -2.79520410923
Altura pilar (m)
6
1.552891172 -1.74700256827
-4.53693083978
Modulación (m)
5
e (m) 14.12 -3.49136721768
-1.5703238723
Zona viento (CTE)
B
-0.35335739194
-1.40551581118
Grado de Asperza (CTE)
IV
0.35071947308
0.35071947308
F 0.694851928 DINTELES 0.35071947308
k 0.22 -1.04424466268
Z 5 -1.04424466268
L 0.3 -5.06432900884
z 7.06 -4.5422066775
-2.27044385903
-1.92104334538
RESULTADOS RESULTADOSPORTICO CENTRAL HASTIAL
HIPOTESIS V1: HIPOTESIS V2: HIPOTESIS V1: HIPOTESIS V2:
PILARES 2.60342205 PILARES 2.60342205 PILARES -4.1928062 PILARES -4.1928062
-1.36343845 -1.36343845 -2.79520410923 -2.79520411
-3.49136722 0.350719473 -1.74700256827 -1.74700257
DINTELES -1.57032387 DINTELES 0.350719473 -4.53693083978 0.350719473
-0.35335739 -1.04424466 DINTELES -1.5703238723 DINTELES 0.350719473
-1.40551581 -1.04424466 -0.35335739194 -1.04424466
-1.40551581118 -1.04424466HIPOTESIS V3: HIPOTESIS V4:
PILARES 0 HIPOTESIS V3:
0 PILARES 2.60342204951
-2.27044386 -1.363438449
DINTELES ó -5.06432900884
-1.92104335 DINTELES -4.5422066775
Coeficientes presión exterior:
ACCION VIENTO qe=qb*Ce*Qp
Carga de viento (Qe):
Qe,D (kN/m)
qb (kN/m2) Qe,E (kN/m)
Qe,A (kN/m)
Qe,B (kN/m)
Ce (kN/m2) Qe,C (kN/m)
Qe,F1 (kN/m)
Qe,G1 (kN/m)
Qe,H1 (kN/m)
Qe,I1 (kN/m)
Qe,J1 (kN/m)
Qe,F2 (kN/m)
Qe,G2 (kN/m)
Qe,H2 (kN/m)
Qe,I2 (kN/m)
Qe,J2 (kN/m)
Qe,F' (kN/m)
Qe,G' (kN/m)
Qe,H' (kN/m)
Qe,I' (kN/m)
Qe,D (kN/m) Qe,D (kN/m) Qe,A (kN/m) Qe,A (kN/m)
Qe,E (kN/m) Qe,E (kN/m) Qe,B (kN/m) Qe,B (kN/m)
Qe,G1 (kN/m) Qe,G2 (kN/m) Qe,C (kN/m) Qe,C (kN/m)
Qe,H1 (kN/m) Qe,H2 (kN/m) Qe,F1 (kN/m) Qe,F1 (kN/m)
Qe,I1 (kN/m) Qe,I2 (kN/m) Qe,H1 (kN/m) Qe,H1 (kN/m)
Qe,J1 (kN/m) Qe,J2 (kN/m) Qe,I1 (kN/m) Qe,I1 (kN/m)
Qe,J1 (kN/m) Qe,J1 (kN/m)
Qe,D (kN/m)
Qe,E (kN/m) Qe,D (kN/m)
Qe,H' (kN/m) Qe,E (kN/m)
Qe,F´' (kN/m)
Qe,I' (kN/m) Qe,G' (kN/m)
PARAMENTOS VERTICALES
A (m2) h/d30 0.58833333 -1.2 -0.8 -0.5 0.74511111 -0.3902
TABLA D1. Parametros verticales ( INTERPOLACION)A (m2) h/d A B C D E
>10 5 -1.2 -0.8 -0.5 0.8 -0.71 -1.2 -0.8 -0.5 0.8 -0.5
0.25 -1.2 -0.8 -0.5 0.7 -0.3
DINTELES:
A (m2) α10.0188746 -1.2985 -0.9992 -0.4494 -0.1011 -0.4023
30.464569585 α10.0188746 0.1004 0.1004 0.1004 -0.2989 -0.2989
TABLA D3. Cubierta a dos aguas (INTERPOLACION) -45-45
A (m2) α F1 G1 H1 I1 J15 -1.7 -1.2 -0.6 0.2 0.2
>10 5 0 0 0 -0.6 -0.6α F2 G2 H2 I1 J2
15 -0.9 -0.8 -0.3 -0.4 -115 0.2 0.2 0.2 0 0
A (m2) α10.0188746 -1.4494 -1.3000 -0.6498 -0.5498
30.464569585
TABLA D3, Cubierta a dos aguas (INTERPOLACION) 45-135A (m2) α F' G' H' I'
5 -1.6 -1.3 -0.7 -0.6>10 15 -1.3 -1.3 -0.6 -0.5
Cp,A Cp,B Cp,C Cp,D Cp,E
Cp,F1 Cp,G1 Cp,H1 Cp,I1 Cp,J1
Cp,F2 Cp,G2 Cp,H2 Cp,H2 Cp,J2
Cp,F' Cp,G' Cp,H' Cp,I'
ITERACION5 -1.7
14.036 X15 -0.9
RESULTADO -0.97712