Job No Sheet No Rev

B0550 20 / 57 A

Part
Software licensed to DITECH SA
Job Title CALCULO ESTRUCTURAL Ref

By C.P Date08MAY07 Chd A.L.

Client P.D.V.S.A. File Date/Time
ESTRUCTURA_PORTANTE.std 08-May-2007 09:37

Job Information
Engineer Checked Approved

Name: C.P A.L. A.G.

Date: 08MAY07 08MAY07 08MAY07

Comments
ESTRUCTURA METALICA DE SOPORTE PARA TANQUE METALICO EN AREA
DE MEZCLADO Y EN AREA DE MANEJO DE EFLUENTES DE 500 BLS

Structure Type SPACE FRAME

Number of Nodes 16 Highest Node 16

Number of Elements 28 Highest Beam 28

Number of Basic Load Cases 7

Number of Combination Load Cases 86

Included in this printout are data for:

All The Whole Structure

Included in this printout are results for load cases:

Type L/C Name

Primary 1 PESO PROPIO

Primary 2 CARGA MUERTA
Primary 3 CARGA VIVA (CV)
Primary 4 SISMO X (SX)
Primary 5 SISMO Z (SZ)
Primary 7 VIENTO X (VX)
Primary 8 VIENTO Z (VZ)
Combination 9 1.0 D + 0.25 CV
Combination 10 1.0 D + CV
Combination 11 1.4D
Combination 12 (1.2D + 1.6CV)
Combination 13 (1.2D + 0.5CV)
Combination 14 (1.2D + 0.25CV ) + SX + 0.3SZ
Combination 15 (1.2D + 0.25CV) + SX - 0.3SZ
Combination 16 (1.2D + 0.25CV) - SX + 0.3SZ
Combination 17 (1.2D + 0.25CV) - SX - 0.3SZ
Combination 18 (1.2D + 0.25CV) + SZ + 0.3SX
Combination 19 (1.2D + 0.25CV) + SZ - 0.3SX
Combination 20 (1.2D + 0.25CV) - SZ + 0.3SX
Combination 21 (1.2D + 0.25CV) - SZ - 0.3SX
Combination 22 0.9D + SX + 0.3SZ
Combination 23 0.90D + SX - 0.3SZ
Combination 24 0.90D - SX + 0.3SZ
Combination 25 0.90D - SX - 0.3SZ
Combination 26 0.9D + SZ + 0.3SX
Combination 27 0.90D + SZ - 0.3SX
Combination 28 0.90D - SZ + 0.3SX
Combination 29 0.90D - SZ - 0.3SX
 Job No Sheet No Rev
B0550 21 / 57 A

Part
Software licensed to DITECH SA
Job Title CALCULO ESTRUCTURAL Ref

By C.P Date08MAY07 Chd A.L.

Client P.D.V.S.A. File Date/Time
ESTRUCTURA_PORTANTE.std 08-May-2007 09:37

Job Information Cont...

Type L/C Name

Combination 30 (1.2D + 0.25CV ) + VX + 0.3VZ

Combination 31 (1.2D + 0.25CV) + VX - 0.3VZ
Combination 32 (1.2D + 0.25CV) - VX + 0.3VZ
Combination 33 (1.2D + 0.25CV) - VX - 0.3VZ
Combination 34 (1.2D + 0.25CV) + VZ + 0.3VX
Combination 35 (1.2D + 0.25CV) + VZ - 0.3VX
Combination 36 (1.2D + 0.25CV) - VZ + 0.3VX
Combination 37 (1.2D + 0.25CV) - VZ - 0.3VX
Combination 38 0.9D + VX + 0.3VZ
Combination 39 0.90D + VX - 0.3VZ
Combination 40 0.90D - VX + 0.3VZ
Combination 41 0.90D - VX - 0.3VZ
Combination 42 0.9D + VZ + 0.3VX
Combination 43 0.90D + VZ - 0.3VX
Combination 44 0.90D - VZ + 0.3VX
Combination 45 0.90D - VZ - 0.3VX
Combination 50 (D + 25%CV) + (4)X0.75SX + 0.225SZ
Combination 51 (D + 25%CV) + (4)X0.75SX - 0.225SZ
Combination 52 (D + 25%CV) - (4)X0.75SX + 0.225SZ
Combination 53 (D + 25%CV) - (4)X0.75SX - 0.225SZ
Combination 54 (D + 25%CV) + (4)X0.75SZ + 0.225SX
Combination 55 (D + 25%CV) + (4)X0.75SZ - 0.225SX
Combination 56 (D + 25%CV) - (4)X0.75SZ + 0.225SX
Combination 57 (D + 25%CV) - (4)X0.75SZ - 0.225SX
Combination 58 (D + 25%CV) + (4)X0.75VX + 0.225VZ
Combination 59 (D + 25%CV) + (4)X0.75VX - 0.225VZ
Combination 60 (D + 25%CV) - (4)X0.75VX + 0.225VZ
Combination 61 (D + 25%CV) - (4)X0.75VX - 0.225VZ
Combination 62 (D + 25%CV) + (4)X0.75VZ + 0.225VX
Combination 63 (D + 25%CV) + (4)X0.75VZ - 0.225VX
Combination 64 (D + 25%CV) - (4)X0.75VZ + 0.225VX
Combination 65 (D + 25%CV) - (4)X0.75VZ - 0.225VX
Combination 90 (D + CV)
Combination 91 (D + CV) + 0.75VX + 0.225VZ
Combination 92 (D + CV) + 0.75VX - 0.225VZ
Combination 93 (D + CV) - 0.75VX + 0.225VZ
Combination 94 (D + CV) - 0.75VX - 0.225VZ
Combination 95 (D + CV) + 0.75VZ + 0.225VX
Combination 96 (D + CV) + 0.75VZ - 0.225VX
Combination 97 (D + CV) - 0.75VZ + 0.225VX
Combination 98 (D + CV) - 0.75VZ - 0.225VX
Combination 99 (.9D) + 0.75VX + 0.225VZ
Combination 100 (.9D) + 0.75VX - 0.225VZ
Combination 101 (.9D) - 0.75VX + 0.225VZ
Combination 102 (.9D) - 0.75VX - 0.225VZ
Combination 103 (.9D) + 0.75VZ + 0.225VX
Combination 104 (.9D) + 0.75VZ - 0.225VX
Combination 105 (.9D) - 0.75VZ + 0.225VX
Combination 106 (.9D) - 0.75VZ - 0.225VX
 Job No Sheet No Rev
B0550 22 / 57 A

Part
Software licensed to DITECH SA
Job Title CALCULO ESTRUCTURAL Ref

By C.P Date08MAY07 Chd A.L.

Client P.D.V.S.A. File Date/Time
ESTRUCTURA_PORTANTE.std 08-May-2007 09:37

Job Information Cont...

Type L/C Name

Combination 110 (D + CV) + 0.75SX + 0.225SZ

Combination 111 (D + CV) + 0.75SX - 0.225SZ
Combination 112 (D + CV) - 0.75SX + 0.225SZ
Combination 113 (D + CV) - 0.75SX - 0.225SZ
Combination 114 (D + CV) + 0.75SZ + 0.225SX
Combination 115 (D + CV) + 0.75SZ - 0.225SX
Combination 116 (D + CV) - 0.75SZ + 0.225SX
Combination 117 (D + CV) - 0.75SZ - 0.225SX
Combination 118 (.9D) + 0.75SX + 0.225SZ
Combination 119 (.9D) + 0.75SX - 0.225SZ
Combination 120 (.9D) - 0.75SX + 0.225SZ
Combination 121 (.9D) - 0.75SX - 0.225SZ
Combination 122 (.9D) + 0.75SZ + 0.225SX
Combination 123 (.9D) + 0.75SZ - 0.225SX
Combination 124 (.9D) - 0.75SZ + 0.225SX
Combination 125 (.9D) - 0.75SZ - 0.225SX

Nodes
Node X Y Z
(m) (m) (m)
1 0.000 0.000 0.000
2 0.000 0.000 -4.800
3 4.800 0.000 0.000
4 4.800 0.000 -4.800
5 0.000 2.900 0.000
6 0.000 2.900 -4.800
7 4.800 2.900 0.000
8 4.800 2.900 -4.800
9 1.406 2.900 0.000
10 3.394 2.900 0.000
11 1.406 2.900 -4.800
12 3.394 2.900 -4.800
13 0.000 2.900 -1.406
14 0.000 2.900 -3.394
15 4.800 2.900 -1.406
16 4.800 2.900 -3.394
 Job No Sheet No Rev
B0550 23 / 57 A

Part
Software licensed to DITECH SA
Job Title CALCULO ESTRUCTURAL Ref

By C.P Date08MAY07 Chd A.L.

Client P.D.V.S.A. File Date/Time
ESTRUCTURA_PORTANTE.std 08-May-2007 09:37

Beams
Beam Node A Node B Length Property β
(m) (degrees)
1 1 5 2.900 2 0
2 2 6 2.900 2 0
3 3 7 2.900 2 0
4 4 8 2.900 2 0
5 5 13 1.406 1 0
6 7 15 1.406 1 0
7 5 9 1.406 1 0
8 6 11 1.406 1 0
9 1 9 3.223 3 0
10 3 10 3.223 3 0
11 4 16 3.223 3 0
12 1 13 3.223 3 0
13 2 14 3.223 3 0
14 2 11 3.223 3 0
15 13 14 1.988 1 0
16 14 6 1.406 1 0
17 11 12 1.988 1 0
18 8 12 1.406 1 0
19 9 10 1.988 1 0
20 7 10 1.406 1 0
21 8 16 1.406 1 0
22 15 16 1.988 1 0
23 9 13 1.988 1 0
24 11 14 1.988 1 0
25 12 16 1.988 1 0
26 10 15 1.988 1 0
27 3 15 3.223 3 0
28 4 12 3.223 3 0

Section Properties
Prop Section Area Iyy Izz J Material
(cm2) (cm4) (cm4) (cm4)
1 HE260B 118.000 5.14E 3 14.9E 3 100.979 STEEL
2 HE280B 131.000 6.6E 3 19.3E 3 118.974 STEEL
3 HE240B 106.000 3.92E 3 11.3E 3 86.041 STEEL

Materials
Mat Name E ν Density α
(kN/mm2) (kg/m3) (1/°K)
1 STEEL 205.000 0.300 7.83E 3 6.5E -6
2 ALUMINUM 68.948 0.330 2.71E 3 23E -6
3 CONCRETE 21.718 0.170 2.4E 3 10E -6
 Job No Sheet No Rev
B0550 24 / 57 A

Part
Software licensed to DITECH SA
Job Title CALCULO ESTRUCTURAL Ref

By C.P Date08MAY07 Chd A.L.

Client P.D.V.S.A. File Date/Time
ESTRUCTURA_PORTANTE.std 08-May-2007 09:37

Supports
Node X Y Z rX rY rZ
(kN/mm) (kN/mm) (kN/mm) (kN-m/deg) (kN-m/deg) (kN-m/deg)
1 Fixed Fixed Fixed Fixed Fixed Fixed
2 Fixed Fixed Fixed Fixed Fixed Fixed
3 Fixed Fixed Fixed Fixed Fixed Fixed
4 Fixed Fixed Fixed Fixed Fixed Fixed

Basic Load Cases

Number Name

1 PESO PROPIO
2 CARGA MUERTA
3 CARGA VIVA (CV)
4 SISMO X (SX)
5 SISMO Z (SZ)
7 VIENTO X (VX)
8 VIENTO Z (VZ)

Combination Load Cases

Comb. Combination L/C Name Primary Primary L/C Name Factor

9 1.0 D + 0.25 CV 1 PESO PROPIO 1.00

2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 0.25
10 1.0 D + CV 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 1.00
11 1.4D 1 PESO PROPIO 1.40
2 CARGA MUERTA 1.40
12 (1.2D + 1.6CV) 1 PESO PROPIO 1.20
2 CARGA MUERTA 1.20
3 CARGA VIVA (CV) 1.60
13 (1.2D + 0.5CV) 1 PESO PROPIO 1.20
2 CARGA MUERTA 1.20
3 CARGA VIVA (CV) 0.50
14 (1.2D + 0.25CV ) + SX + 0.3SZ 1 PESO PROPIO 1.20
2 CARGA MUERTA 1.20
3 CARGA VIVA (CV) 0.25
4 SISMO X (SX) 1.00
5 SISMO Z (SZ) 0.30
15 (1.2D + 0.25CV) + SX - 0.3SZ 1 PESO PROPIO 1.20
2 CARGA MUERTA 1.20
3 CARGA VIVA (CV) 0.25
4 SISMO X (SX) 1.00
5 SISMO Z (SZ) -0.30
16 (1.2D + 0.25CV) - SX + 0.3SZ 1 PESO PROPIO 1.20
2 CARGA MUERTA 1.20
3 CARGA VIVA (CV) 0.25
4 SISMO X (SX) -1.00
5 SISMO Z (SZ) 0.30
 Job No Sheet No Rev
B0550 25 / 57 A

Part
Software licensed to DITECH SA
Job Title CALCULO ESTRUCTURAL Ref

By C.P Date08MAY07 Chd A.L.

Client P.D.V.S.A. File Date/Time
ESTRUCTURA_PORTANTE.std 08-May-2007 09:37

Combination Load Cases Cont...

Comb. Combination L/C Name Primary Primary L/C Name Factor

17 (1.2D + 0.25CV) - SX - 0.3SZ 1 PESO PROPIO 1.20

2 CARGA MUERTA 1.20
3 CARGA VIVA (CV) 0.25
4 SISMO X (SX) -1.00
5 SISMO Z (SZ) -0.30
18 (1.2D + 0.25CV) + SZ + 0.3SX 1 PESO PROPIO 1.20
2 CARGA MUERTA 1.20
3 CARGA VIVA (CV) 0.25
5 SISMO Z (SZ) 1.00
4 SISMO X (SX) 0.30
19 (1.2D + 0.25CV) + SZ - 0.3SX 1 PESO PROPIO 1.20
2 CARGA MUERTA 1.20
3 CARGA VIVA (CV) 0.25
5 SISMO Z (SZ) 1.00
4 SISMO X (SX) -0.30
20 (1.2D + 0.25CV) - SZ + 0.3SX 1 PESO PROPIO 1.20
2 CARGA MUERTA 1.20
3 CARGA VIVA (CV) 0.25
5 SISMO Z (SZ) -1.00
4 SISMO X (SX) 0.30
21 (1.2D + 0.25CV) - SZ - 0.3SX 1 PESO PROPIO 1.20
2 CARGA MUERTA 1.20
3 CARGA VIVA (CV) 0.25
5 SISMO Z (SZ) -1.00
4 SISMO X (SX) -0.30
22 0.9D + SX + 0.3SZ 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
4 SISMO X (SX) 1.00
5 SISMO Z (SZ) 0.30
23 0.90D + SX - 0.3SZ 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
4 SISMO X (SX) 1.00
5 SISMO Z (SZ) -0.30
24 0.90D - SX + 0.3SZ 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
4 SISMO X (SX) -1.00
5 SISMO Z (SZ) 0.30
25 0.90D - SX - 0.3SZ 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
4 SISMO X (SX) 1.00
5 SISMO Z (SZ) -0.30
26 0.9D + SZ + 0.3SX 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
5 SISMO Z (SZ) 1.00
4 SISMO X (SX) 0.30
27 0.90D + SZ - 0.3SX 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
5 SISMO Z (SZ) 1.00
4 SISMO X (SX) -0.30
 Job No Sheet No Rev
B0550 26 / 57 A

Part
Software licensed to DITECH SA
Job Title CALCULO ESTRUCTURAL Ref

By C.P Date08MAY07 Chd A.L.

Client P.D.V.S.A. File Date/Time
ESTRUCTURA_PORTANTE.std 08-May-2007 09:37

Combination Load Cases Cont...

Comb. Combination L/C Name Primary Primary L/C Name Factor

28 0.90D - SZ + 0.3SX 1 PESO PROPIO 0.90

2 CARGA MUERTA 0.90
5 SISMO Z (SZ) -1.00
4 SISMO X (SX) 0.30
29 0.90D - SZ - 0.3SX 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
5 SISMO Z (SZ) 1.00
4 SISMO X (SX) -0.30
30 (1.2D + 0.25CV ) + VX + 0.3VZ 1 PESO PROPIO 1.20
2 CARGA MUERTA 1.20
3 CARGA VIVA (CV) 0.25
7 VIENTO X (VX) 1.00
8 VIENTO Z (VZ) 0.30
31 (1.2D + 0.25CV) + VX - 0.3VZ 1 PESO PROPIO 1.20
2 CARGA MUERTA 1.20
3 CARGA VIVA (CV) 0.25
7 VIENTO X (VX) 1.00
8 VIENTO Z (VZ) -0.30
32 (1.2D + 0.25CV) - VX + 0.3VZ 1 PESO PROPIO 1.20
2 CARGA MUERTA 1.20
3 CARGA VIVA (CV) 0.25
7 VIENTO X (VX) -1.00
8 VIENTO Z (VZ) 0.30
33 (1.2D + 0.25CV) - VX - 0.3VZ 1 PESO PROPIO 1.20
2 CARGA MUERTA 1.20
3 CARGA VIVA (CV) 0.25
7 VIENTO X (VX) -1.00
8 VIENTO Z (VZ) -0.30
34 (1.2D + 0.25CV) + VZ + 0.3VX 1 PESO PROPIO 1.20
2 CARGA MUERTA 1.20
3 CARGA VIVA (CV) 0.25
8 VIENTO Z (VZ) 1.00
7 VIENTO X (VX) 0.30
35 (1.2D + 0.25CV) + VZ - 0.3VX 1 PESO PROPIO 1.20
2 CARGA MUERTA 1.20
3 CARGA VIVA (CV) 0.25
8 VIENTO Z (VZ) 1.00
7 VIENTO X (VX) -0.30
36 (1.2D + 0.25CV) - VZ + 0.3VX 1 PESO PROPIO 1.20
2 CARGA MUERTA 1.20
3 CARGA VIVA (CV) 0.25
8 VIENTO Z (VZ) -1.00
7 VIENTO X (VX) 0.30
37 (1.2D + 0.25CV) - VZ - 0.3VX 1 PESO PROPIO 1.20
2 CARGA MUERTA 1.20
3 CARGA VIVA (CV) 0.25
8 VIENTO Z (VZ) -1.00
7 VIENTO X (VX) -0.30
38 0.9D + VX + 0.3VZ 1 PESO PROPIO 0.90
 Job No Sheet No Rev
B0550 27 / 57 A

Part
Software licensed to DITECH SA
Job Title CALCULO ESTRUCTURAL Ref

By C.P Date08MAY07 Chd A.L.

Client P.D.V.S.A. File Date/Time
ESTRUCTURA_PORTANTE.std 08-May-2007 09:37

Combination Load Cases Cont...

Comb. Combination L/C Name Primary Primary L/C Name Factor

2 CARGA MUERTA 0.90

7 VIENTO X (VX) 1.00
8 VIENTO Z (VZ) 0.30
39 0.90D + VX - 0.3VZ 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
7 VIENTO X (VX) 1.00
8 VIENTO Z (VZ) -0.30
40 0.90D - VX + 0.3VZ 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
7 VIENTO X (VX) -1.00
8 VIENTO Z (VZ) 0.30
41 0.90D - VX - 0.3VZ 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
7 VIENTO X (VX) 1.00
8 VIENTO Z (VZ) -0.30
42 0.9D + VZ + 0.3VX 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
8 VIENTO Z (VZ) 1.00
7 VIENTO X (VX) 0.30
43 0.90D + VZ - 0.3VX 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
8 VIENTO Z (VZ) 1.00
7 VIENTO X (VX) -0.30
44 0.90D - VZ + 0.3VX 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
8 VIENTO Z (VZ) -1.00
7 VIENTO X (VX) 0.30
45 0.90D - VZ - 0.3VX 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
8 VIENTO Z (VZ) 1.00
7 VIENTO X (VX) -0.30
50 (D + 25%CV) + (4)X0.75SX + 0.225SZ 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 0.25
4 SISMO X (SX) 3.00
5 SISMO Z (SZ) 0.22
51 (D + 25%CV) + (4)X0.75SX - 0.225SZ 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 0.25
4 SISMO X (SX) 3.00
5 SISMO Z (SZ) -0.22
52 (D + 25%CV) - (4)X0.75SX + 0.225SZ 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 0.25
4 SISMO X (SX) -3.00
5 SISMO Z (SZ) 0.22
53 (D + 25%CV) - (4)X0.75SX - 0.225SZ 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 0.25
 Job No Sheet No Rev
B0550 28 / 57 A

Part
Software licensed to DITECH SA
Job Title CALCULO ESTRUCTURAL Ref

By C.P Date08MAY07 Chd A.L.

Client P.D.V.S.A. File Date/Time
ESTRUCTURA_PORTANTE.std 08-May-2007 09:37

Combination Load Cases Cont...

Comb. Combination L/C Name Primary Primary L/C Name Factor

4 SISMO X (SX) -3.00

5 SISMO Z (SZ) -0.22
54 (D + 25%CV) + (4)X0.75SZ + 0.225SX 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 0.25
5 SISMO Z (SZ) 3.00
4 SISMO X (SX) 0.22
55 (D + 25%CV) + (4)X0.75SZ - 0.225SX 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 0.25
5 SISMO Z (SZ) 3.00
4 SISMO X (SX) -0.22
56 (D + 25%CV) - (4)X0.75SZ + 0.225SX 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 0.25
5 SISMO Z (SZ) -3.00
4 SISMO X (SX) 0.22
57 (D + 25%CV) - (4)X0.75SZ - 0.225SX 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 0.25
5 SISMO Z (SZ) -3.00
4 SISMO X (SX) -0.22
58 (D + 25%CV) + (4)X0.75VX + 0.225VZ 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 0.25
7 VIENTO X (VX) 3.00
8 VIENTO Z (VZ) 0.22
59 (D + 25%CV) + (4)X0.75VX - 0.225VZ 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 0.25
7 VIENTO X (VX) 3.00
8 VIENTO Z (VZ) -0.22
60 (D + 25%CV) - (4)X0.75VX + 0.225VZ 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 0.25
7 VIENTO X (VX) -3.00
8 VIENTO Z (VZ) 0.22
61 (D + 25%CV) - (4)X0.75VX - 0.225VZ 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 0.25
7 VIENTO X (VX) -3.00
8 VIENTO Z (VZ) -0.22
62 (D + 25%CV) + (4)X0.75VZ + 0.225VX 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 0.25
8 VIENTO Z (VZ) 3.00
7 VIENTO X (VX) 0.22
63 (D + 25%CV) + (4)X0.75VZ - 0.225VX 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
 Job No Sheet No Rev
B0550 29 / 57 A

Part
Software licensed to DITECH SA
Job Title CALCULO ESTRUCTURAL Ref

By C.P Date08MAY07 Chd A.L.

Client P.D.V.S.A. File Date/Time
ESTRUCTURA_PORTANTE.std 08-May-2007 09:37

Combination Load Cases Cont...

Comb. Combination L/C Name Primary Primary L/C Name Factor

3 CARGA VIVA (CV) 0.25

8 VIENTO Z (VZ) 3.00
7 VIENTO X (VX) -0.22
64 (D + 25%CV) - (4)X0.75VZ + 0.225VX 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 0.25
8 VIENTO Z (VZ) -3.00
7 VIENTO X (VX) 0.22
65 (D + 25%CV) - (4)X0.75VZ - 0.225VX 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 0.25
8 VIENTO Z (VZ) -3.00
7 VIENTO X (VX) -0.22
90 (D + CV) 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 1.00
91 (D + CV) + 0.75VX + 0.225VZ 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 1.00
7 VIENTO X (VX) 0.75
8 VIENTO Z (VZ) 0.22
92 (D + CV) + 0.75VX - 0.225VZ 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 1.00
7 VIENTO X (VX) 0.75
8 VIENTO Z (VZ) -0.22
93 (D + CV) - 0.75VX + 0.225VZ 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 1.00
7 VIENTO X (VX) -0.75
8 VIENTO Z (VZ) 0.22
94 (D + CV) - 0.75VX - 0.225VZ 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 1.00
7 VIENTO X (VX) -0.75
8 VIENTO Z (VZ) -0.22
95 (D + CV) + 0.75VZ + 0.225VX 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 1.00
8 VIENTO Z (VZ) 0.75
7 VIENTO X (VX) 0.22
96 (D + CV) + 0.75VZ - 0.225VX 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 1.00
8 VIENTO Z (VZ) 0.75
7 VIENTO X (VX) -0.22
97 (D + CV) - 0.75VZ + 0.225VX 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 1.00
 Job No Sheet No Rev
B0550 30 / 57 A

Part
Software licensed to DITECH SA
Job Title CALCULO ESTRUCTURAL Ref

By C.P Date08MAY07 Chd A.L.

Client P.D.V.S.A. File Date/Time
ESTRUCTURA_PORTANTE.std 08-May-2007 09:37

Combination Load Cases Cont...

Comb. Combination L/C Name Primary Primary L/C Name Factor

8 VIENTO Z (VZ) -0.75

7 VIENTO X (VX) 0.22
98 (D + CV) - 0.75VZ - 0.225VX 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 1.00
8 VIENTO Z (VZ) -0.75
7 VIENTO X (VX) -0.22
99 (.9D) + 0.75VX + 0.225VZ 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
7 VIENTO X (VX) 0.75
8 VIENTO Z (VZ) 0.22
100 (.9D) + 0.75VX - 0.225VZ 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
7 VIENTO X (VX) 0.75
8 VIENTO Z (VZ) 0.22
101 (.9D) - 0.75VX + 0.225VZ 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
7 VIENTO X (VX) 0.75
8 VIENTO Z (VZ) -0.22
102 (.9D) - 0.75VX - 0.225VZ 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
7 VIENTO X (VX) 0.75
8 VIENTO Z (VZ) -0.22
103 (.9D) + 0.75VZ + 0.225VX 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
8 VIENTO Z (VZ) 0.75
7 VIENTO X (VX) 0.22
104 (.9D) + 0.75VZ - 0.225VX 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
8 VIENTO Z (VZ) 0.75
7 VIENTO X (VX) 0.22
105 (.9D) - 0.75VZ + 0.225VX 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
8 VIENTO Z (VZ) 0.75
7 VIENTO X (VX) -0.22
106 (.9D) - 0.75VZ - 0.225VX 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
8 VIENTO Z (VZ) -0.75
7 VIENTO X (VX) -0.22
110 (D + CV) + 0.75SX + 0.225SZ 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 1.00
4 SISMO X (SX) 0.75
5 SISMO Z (SZ) 0.22
111 (D + CV) + 0.75SX - 0.225SZ 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 1.00
4 SISMO X (SX) 0.75
5 SISMO Z (SZ) -0.22
 Job No Sheet No Rev
B0550 31 / 57 A

Part
Software licensed to DITECH SA
Job Title CALCULO ESTRUCTURAL Ref

By C.P Date08MAY07 Chd A.L.

Client P.D.V.S.A. File Date/Time
ESTRUCTURA_PORTANTE.std 08-May-2007 09:37

Combination Load Cases Cont...

Comb. Combination L/C Name Primary Primary L/C Name Factor

112 (D + CV) - 0.75SX + 0.225SZ 1 PESO PROPIO 1.00

2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 1.00
4 SISMO X (SX) -0.75
5 SISMO Z (SZ) 0.22
113 (D + CV) - 0.75SX - 0.225SZ 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 1.00
4 SISMO X (SX) -0.75
5 SISMO Z (SZ) -0.22
114 (D + CV) + 0.75SZ + 0.225SX 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 1.00
5 SISMO Z (SZ) 0.75
4 SISMO X (SX) 0.22
115 (D + CV) + 0.75SZ - 0.225SX 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 1.00
5 SISMO Z (SZ) 0.75
4 SISMO X (SX) -0.22
116 (D + CV) - 0.75SZ + 0.225SX 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 1.00
5 SISMO Z (SZ) -0.75
4 SISMO X (SX) 0.22
117 (D + CV) - 0.75SZ - 0.225SX 1 PESO PROPIO 1.00
2 CARGA MUERTA 1.00
3 CARGA VIVA (CV) 1.00
5 SISMO Z (SZ) -0.75
4 SISMO X (SX) -0.22
118 (.9D) + 0.75SX + 0.225SZ 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
4 SISMO X (SX) 0.75
5 SISMO Z (SZ) 0.22
119 (.9D) + 0.75SX - 0.225SZ 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
4 SISMO X (SX) 0.75
5 SISMO Z (SZ) 0.22
120 (.9D) - 0.75SX + 0.225SZ 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
4 SISMO X (SX) 0.75
5 SISMO Z (SZ) -0.22
121 (.9D) - 0.75SX - 0.225SZ 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
4 SISMO X (SX) 0.75
5 SISMO Z (SZ) -0.22
122 (.9D) + 0.75SZ + 0.225SX 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
5 SISMO Z (SZ) 0.75
 Job No Sheet No Rev
B0550 32 / 57 A

Part
Software licensed to DITECH SA
Job Title CALCULO ESTRUCTURAL Ref

By C.P Date08MAY07 Chd A.L.

Client P.D.V.S.A. File Date/Time
ESTRUCTURA_PORTANTE.std 08-May-2007 09:37

Combination Load Cases Cont...

Comb. Combination L/C Name Primary Primary L/C Name Factor

4 SISMO X (SX) 0.22

123 (.9D) + 0.75SZ - 0.225SX 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
5 SISMO Z (SZ) 0.75
4 SISMO X (SX) 0.22
124 (.9D) - 0.75SZ + 0.225SX 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
5 SISMO Z (SZ) 0.75
4 SISMO X (SX) -0.22
125 (.9D) - 0.75SZ - 0.225SX 1 PESO PROPIO 0.90
2 CARGA MUERTA 0.90
5 SISMO Z (SZ) -0.75
4 SISMO X (SX) -0.22

Node Displacement Summary

Node L/C X Y Z Resultant rX rY rZ
(mm) (mm) (mm) (mm) (rad) (rad) (rad)
Max X 6 51:(D + 25%CV) + (4)X0.75SX
8.598 - 0.225SZ
-0.054 -0.647 8.622 -0.000 -0.000 -0.004
Min X 6 52:(D + 25%CV) - (4)X0.75SX
-8.470 + 0.225SZ
0.048 0.773 8.505 0.001 0.000 0.003
Max Y 16 56:(D + 25%CV) - (4)X0.75SZ
0.604 + 0.225SX
3.228 -9.025 9.604 0.000 0.000 0.003
Min Y 14 54:(D + 25%CV) + (4)X0.75SZ
0.746 + 0.225SX
-4.290 9.144 10.128 0.001 -0.000 -0.000
Max Z 6 55:(D + 25%CV) + (4)X0.75SZ
-0.582 - 0.225SX
-0.071 9.451 9.470 0.004 0.000 0.000
Min Z 6 56:(D + 25%CV) - (4)X0.75SZ
0.710 + 0.225SX
0.064 -9.325 9.353 -0.003 -0.000 -0.001
Max rX 11 55:(D + 25%CV) + (4)X0.75SZ
-0.562 - 0.225SX
-0.283 9.055 9.077 0.005 0.000 -0.001
Min rX 9 57:(D + 25%CV) - (4)X0.75SZ
-0.562 - 0.225SX
-0.284 -8.791 8.813 -0.005 -0.000 -0.001
Max rY 13 54:(D + 25%CV) + (4)X0.75SZ
0.570 + 0.225SX
3.113 8.797 9.349 -0.000 0.000 -0.004
Min rY 15 54:(D + 25%CV) + (4)X0.75SZ
0.635 + 0.225SX
3.115 8.797 9.354 -0.000 -0.000 0.003
Max rZ 15 52:(D + 25%CV) - (4)X0.75SX
-7.952 + 0.225SZ
-0.269 0.608 7.980 -0.001 -0.000 0.005
Min rZ 13 50:(D + 25%CV) + (4)X0.75SX
8.217 + 0.225SZ
-0.269 0.608 8.244 -0.001 0.000 -0.005
Max Rst 14 54:(D + 25%CV) + (4)X0.75SZ
0.746 + 0.225SX
-4.290 9.144 10.128 0.001 -0.000 -0.000

Beam Displacement Detail Summary

Displacements shown in italic indicate the presence of an offset
Beam L/C d X Y Z Resultant
(m) (mm) (mm) (mm) (mm)
Max X 2 51:(D + 25%CV) + (4)X0.75SX
2.900 - 0.225SZ
8.598 -0.054 -0.647 8.622
Min X 2 52:(D + 25%CV) - (4)X0.75SX
2.900 + 0.225SZ
-8.470 0.048 0.773 8.505
Max Y 11 56:(D + 25%CV) - (4)X0.75SZ
3.223 + 0.225SX
0.604 3.228 -9.025 9.604
Min Y 13 54:(D + 25%CV) + (4)X0.75SZ
3.223 + 0.225SX
0.746 -4.290 9.144 10.128
Max Z 4 54:(D + 25%CV) + (4)X0.75SZ
2.900 + 0.225SX
0.541 -0.070 9.451 9.467
Min Z 2 56:(D + 25%CV) - (4)X0.75SZ
2.900 + 0.225SX
0.710 0.064 -9.325 9.353
Max Rst 13 54:(D + 25%CV) + (4)X0.75SZ
3.223 + 0.225SX
0.746 -4.290 9.144 10.128
 Job No Sheet No Rev
B0550 33 / 57 A

Part
Software licensed to DITECH SA
Job Title CALCULO ESTRUCTURAL Ref

By C.P Date08MAY07 Chd A.L.

Client P.D.V.S.A. File Date/Time
ESTRUCTURA_PORTANTE.std 08-May-2007 09:37

Beam End Displacement Summary

Displacements shown in italic indicate the presence of an offset
Beam Node L/C X Y Z Resultant
(mm) (mm) (mm) (mm)
Max X 2 6 51:(D + 25%CV) + (4)X0.75SX
8.598 - 0.225SZ
-0.054 -0.647 8.622
Min X 2 6 52:(D + 25%CV) - (4)X0.75SX
-8.470 + 0.225SZ
0.048 0.773 8.505
Max Y 11 16 56:(D + 25%CV) - (4)X0.75SZ
0.604 + 0.225SX
3.228 -9.025 9.604
Min Y 13 14 54:(D + 25%CV) + (4)X0.75SZ
0.746 + 0.225SX
-4.290 9.144 10.128
Max Z 4 8 54:(D + 25%CV) + (4)X0.75SZ
0.541 + 0.225SX
-0.070 9.451 9.467
Min Z 2 6 56:(D + 25%CV) - (4)X0.75SZ
0.710 + 0.225SX
0.064 -9.325 9.353
Max Rst 13 14 54:(D + 25%CV) + (4)X0.75SZ
0.746 + 0.225SX
-4.290 9.144 10.128

Beam End Force Summary

The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value
for an beam.
Axial Shear Torsion Bending
Beam Node L/C Fx Fy Fz Mx My Mz
(kg) (kg) (kg) (kg-m) (kg-m) (kg-m)
Max Fx 27 3 55:(D + 25%CV) + 71.3E
(4)X0.75SZ
3 -7.14E
- 0.225SX
3 -1.29E 3 4.580 1.28E 3 -11.4E 3
Min Fx 16 6 56:(D + 25%CV) - -52.7E
(4)X0.75SZ
3 +7.42E
0.225SX
3 748.580 21.887 564.872 2.78E 3
Max Fy 15 13 54:(D + 25%CV) + (4)X0.75SZ
43E 3 +39.1E
0.225SX
3 -519.561 16.475 704.303 28E 3
Min Fy 15 14 56:(D + 25%CV) - -13.6E
(4)X0.75SZ
3 + 0.225SX
-39.1E 3 519.529 -16.474 629.934 28.2E 3
Max Fz 4 8 56:(D + 25%CV) - -7.03E
(4)X0.75SZ
3 +838.672
0.225SX 3.11E 3 -0.844 2.81E 3 -1.2E 3
Min Fz 3 7 54:(D + 25%CV) +-7.21E
(4)X0.75SZ
3 +840.740
0.225SX -2.87E 3 0.354 -2.53E 3 -1.2E 3
Max Mx 16 14 57:(D + 25%CV) - -52.5E
(4)X0.75SZ
3 - 7.49E
0.225SX3 853.755 22.237 -579.948 13.2E 3
Min Mx 5 5 55:(D + 25%CV) + 3.58E
(4)X0.75SZ
3 -7.52E
- 0.225SX
3 -587.588 -22.230 286.952 2.52E 3
Max My 4 4 55:(D + 25%CV) + 7.64E
(4)X0.75SZ
3 - -82.519
0.225SX -2.4E 3 0.832 5.44E 3 -702.643
Min My 4 4 56:(D + 25%CV) - -6.73E
(4)X0.75SZ
3 +818.585
0.225SX 2.84E 3 -0.844 -5.81E 3 1.21E 3
Max Mz 15 14 57:(D + 25%CV) - -13.5E
(4)X0.75SZ
3 --39.1E
0.225SX3 531.934 -16.474 621.441 28.3E 3
Min Mz 15 14 54:(D + 25%CV) + 43.1E
(4)X0.75SZ
3 +11.6E
0.225SX
3 -531.966 16.475 -341.019 -22.3E 3

Beam Force Detail Summary

Sign convention as diagrams:- positive above line, negative below line except Fx where positive is compression. Distance d is given from beam end
A.
Axial Shear Torsion Bending
Beam L/C d Fx Fy Fz Mx My Mz
(m) (kg) (kg) (kg) (kg-m) (kg-m) (kg-m)
Max Fx 27 55:(D + 25%CV) + (4)X0.75SZ
0.000 -71.3E
0.225SX
3 -7.14E 3 -1.29E 3 4.580 1.28E 3 -11.4E 3
Min Fx 16 56:(D + 25%CV) - (4)X0.75SZ
1.406 + 0.225SX
-52.7E 3 7.42E 3 748.580 21.887 564.872 2.78E 3
Max Fy 15 54:(D + 25%CV) + (4)X0.75SZ
0.000 + 0.225SX
43E 3 39.1E 3 -519.561 16.475 704.303 28E 3
Min Fy 15 56:(D + 25%CV) - (4)X0.75SZ
1.988 + -13.6E
0.225SX
3 -39.1E 3 519.529 -16.474 629.934 28.2E 3
Max Fz 4 56:(D + 25%CV) - (4)X0.75SZ
2.900 + -7.03E
0.225SX
3 838.672 3.11E 3 -0.844 2.81E 3 -1.2E 3
Min Fz 3 54:(D + 25%CV) + (4)X0.75SZ
2.900 -7.21E
+ 0.225SX
3 840.740 -2.87E 3 0.354 -2.53E 3 -1.2E 3
Max Mx 16 57:(D + 25%CV) - (4)X0.75SZ
0.000 --52.5E
0.225SX3 7.49E 3 853.755 22.237 -579.948 13.2E 3
Min Mx 5 55:(D + 25%CV) + (4)X0.75SZ
0.000 -3.58E
0.225SX
3 -7.52E 3 -587.588 -22.230 286.952 2.52E 3
Max My 4 55:(D + 25%CV) + (4)X0.75SZ
0.000 -7.64E
0.225SX
3 -82.519 -2.4E 3 0.832 5.44E 3 -702.643
Min My 4 56:(D + 25%CV) - (4)X0.75SZ
0.000 + -6.73E
0.225SX
3 818.585 2.84E 3 -0.844 -5.81E 3 1.21E 3
Max Mz 15 57:(D + 25%CV) - (4)X0.75SZ
1.988 --13.5E
0.225SX3 -39.1E 3 531.934 -16.474 621.441 28.3E 3
Min Mz 15 54:(D + 25%CV) + (4)X0.75SZ
1.988 +43.1E
0.225SX
3 11.6E 3 -531.966 16.475 -341.019 -22.3E 3
 Job No Sheet No Rev
B0550 34 / 57 A

Part
Software licensed to DITECH SA
Job Title CALCULO ESTRUCTURAL Ref

By C.P Date08MAY07 Chd A.L.

Client P.D.V.S.A. File Date/Time
ESTRUCTURA_PORTANTE.std 08-May-2007 09:37

Failure Ratio
Beam Analysis PropertyDesign Property Ratio Ay Az Ax Dw Bf Iz Iy Ix
(cm2) (cm2) (cm2) (m) (m) (cm4) (cm4) (cm4)
1 HE280B HE280B 0.131 29.400 67.198 131.000 0.280 0.280 19.3E 3 6.6E 3 144.000
2 HE280B HE280B 0.132 29.400 67.198 131.000 0.280 0.280 19.3E 3 6.6E 3 144.000
3 HE280B HE280B 0.125 29.400 67.198 131.000 0.280 0.280 19.3E 3 6.6E 3 144.000
4 HE280B HE280B 0.128 29.400 67.198 131.000 0.280 0.280 19.3E 3 6.6E 3 144.000
5 HE260B HE260B 0.151 26.000 60.665 118.000 0.260 0.260 14.9E 3 5.14E 3 124.000
6 HE260B HE260B 0.150 26.000 60.665 118.000 0.260 0.260 14.9E 3 5.14E 3 124.000
7 HE260B HE260B 0.158 26.000 60.665 118.000 0.260 0.260 14.9E 3 5.14E 3 124.000
8 HE260B HE260B 0.160 26.000 60.665 118.000 0.260 0.260 14.9E 3 5.14E 3 124.000
9 HE240B HE240B 0.383 24.000 54.399 106.000 0.240 0.240 11.3E 3 3.92E 3 103.000
10 HE240B HE240B 0.381 24.000 54.399 106.000 0.240 0.240 11.3E 3 3.92E 3 103.000
11 HE240B HE240B 0.397 24.000 54.399 106.000 0.240 0.240 11.3E 3 3.92E 3 103.000
12 HE240B HE240B 0.396 24.000 54.399 106.000 0.240 0.240 11.3E 3 3.92E 3 103.000
13 HE240B HE240B 0.398 24.000 54.399 106.000 0.240 0.240 11.3E 3 3.92E 3 103.000
14 HE240B HE240B 0.383 24.000 54.399 106.000 0.240 0.240 11.3E 3 3.92E 3 103.000
15 HE260B HE260B 0.505 26.000 60.665 118.000 0.260 0.260 14.9E 3 5.14E 3 124.000
16 HE260B HE260B 0.173 26.000 60.665 118.000 0.260 0.260 14.9E 3 5.14E 3 124.000
17 HE260B HE260B 0.489 26.000 60.665 118.000 0.260 0.260 14.9E 3 5.14E 3 124.000
18 HE260B HE260B 0.141 26.000 60.665 118.000 0.260 0.260 14.9E 3 5.14E 3 124.000
19 HE260B HE260B 0.489 26.000 60.665 118.000 0.260 0.260 14.9E 3 5.14E 3 124.000
20 HE260B HE260B 0.140 26.000 60.665 118.000 0.260 0.260 14.9E 3 5.14E 3 124.000
21 HE260B HE260B 0.171 26.000 60.665 118.000 0.260 0.260 14.9E 3 5.14E 3 124.000
22 HE260B HE260B 0.505 26.000 60.665 118.000 0.260 0.260 14.9E 3 5.14E 3 124.000
23 HE260B HE260B 0.390 26.000 60.665 118.000 0.260 0.260 14.9E 3 5.14E 3 124.000
24 HE260B HE260B 0.390 26.000 60.665 118.000 0.260 0.260 14.9E 3 5.14E 3 124.000
25 HE260B HE260B 0.390 26.000 60.665 118.000 0.260 0.260 14.9E 3 5.14E 3 124.000
26 HE260B HE260B 0.390 26.000 60.665 118.000 0.260 0.260 14.9E 3 5.14E 3 124.000
27 HE240B HE240B 0.396 24.000 54.399 106.000 0.240 0.240 11.3E 3 3.92E 3 103.000
28 HE240B HE240B 0.382 24.000 54.399 106.000 0.240 0.240 11.3E 3 3.92E 3 103.000

Reactions
Horizontal Vertical Horizontal Moment
Node L/C FX FY FZ MX MY MZ
(kg) (kg) (kg) (kg-m) (kg-m) (kg-m)
1 1:PESO PROPIO 186.660 1.46E 3 -186.207 29.601 0.026 28.034
2:CARGA MUERTA14.6E 3 54.6E 3 -14.6E 3 -1.08E 3 1.442 -1.15E 3
3:CARGA VIVA (CV)46.417 74.895 -0.131 -0.606 0.216 -4.154
4:SISMO X (SX) -9.13E 3 -7.65E 3 88.500 193.055 238.168 8.44E 3
5:SISMO Z (SZ) 97.390 8.44E 3 -9E 3 -6.22E 3 252.682 -222.581
7:VIENTO X (VX) -1.79E 3 -1.47E 3 16.593 36.451 48.972 1.64E 3
8:VIENTO Z (VZ) 18.319 1.62E 3 -1.76E 3 -1.21E 3 51.852 -42.144
9:1.0 D + 0.25 CV 14.8E 3 56.1E 3 -14.8E 3 -1.05E 3 1.523 -1.12E 3
10:1.0 D + CV 14.9E 3 56.1E 3 -14.8E 3 -1.05E 3 1.685 -1.12E 3
11:1.4D 20.7E 3 78.5E 3 -20.7E 3 -1.47E 3 2.056 -1.57E 3
12:(1.2D + 1.6CV) 17.9E 3 67.4E 3 -17.8E 3 -1.26E 3 2.108 -1.35E 3
13:(1.2D + 0.5CV) 17.8E 3 67.3E 3 -17.8E 3 -1.26E 3 1.871 -1.34E 3
14:(1.2D + 0.25CV 8.69E
) + SX 3+ 0.3SZ
62.1E 3 -20.4E 3 -2.93E 3 315.789 7.03E 3
15:(1.2D + 0.25CV)8.64E
+ SX -30.3SZ57.1E 3 -15E 3 800.074 164.180 7.16E 3
16:(1.2D + 0.25CV) - 27E
SX +30.3SZ77.5E 3 -20.5E 3 -3.32E 3 -160.547 -9.85E 3
 Job No Sheet No Rev
B0550 35 / 57 A

Part
Software licensed to DITECH SA
Job Title CALCULO ESTRUCTURAL Ref

By C.P Date08MAY07 Chd A.L.

Client P.D.V.S.A. File Date/Time
ESTRUCTURA_PORTANTE.std 08-May-2007 09:37

Reactions Cont...
Horizontal Vertical Horizontal Moment
Node L/C FX FY FZ MX MY MZ
(kg) (kg) (kg) (kg-m) (kg-m) (kg-m)
17:(1.2D + 0.25CV)26.9E
- SX - 30.3SZ72.4E 3 -15.2E 3 413.964 -312.156 -9.72E 3
18:(1.2D + 0.25CV)15.2E
+ SZ +3 0.3SX73.4E 3 -26.7E 3 -7.42E 3 325.949 966.824
19:(1.2D + 0.25CV)20.6E
+ SZ -30.3SX 78E 3 -26.8E 3 -7.53E 3 183.048 -4.1E 3
20:(1.2D + 0.25CV) -15E
SZ +30.3SX 56.5E 3 -8.74E 3 5.02E 3 -179.415 1.41E 3
21:(1.2D + 0.25CV)20.4E
- SZ - 30.3SX61.1E 3 -8.79E 3 4.9E 3 -322.316 -3.65E 3
22:0.9D + SX + 0.3SZ
4.24E 3 45.3E 3 -15.9E 3 -2.62E 3 315.294 7.37E 3
23:0.90D + SX - 0.3SZ
4.18E 3 40.2E 3 -10.5E 3 1.11E 3 163.685 7.5E 3
24:0.90D - SX + 0.3SZ
22.5E 3 60.6E 3 -16.1E 3 -3E 3 -161.041 -9.51E 3
25:0.90D - SX - 0.3SZ
4.18E 3 40.2E 3 -10.5E 3 1.11E 3 163.685 7.5E 3
26:0.9D + SZ + 0.3SX
10.7E 3 56.6E 3 -22.3E 3 -7.1E 3 325.454 1.3E 3
27:0.90D + SZ - 0.3SX
16.2E 3 61.2E 3 -22.3E 3 -7.22E 3 182.554 -3.76E 3
28:0.90D - SZ + 0.3SX
10.5E 3 39.7E 3 -4.3E 3 5.33E 3 -179.910 1.75E 3
29:0.90D - SZ - 0.3SX
16.2E 3 61.2E 3 -22.3E 3 -7.22E 3 182.554 -3.76E 3
30:(1.2D + 0.25CV ) +16E
VX 3+ 0.3VZ
66.3E 3 -18.3E 3 -1.59E 3 66.345 283.461
31:(1.2D + 0.25CV) +16E
VX -30.3VZ 65.3E 3 -17.2E 3 -858.126 35.233 308.747
32:(1.2D + 0.25CV)19.6E
- VX +30.3VZ 69.2E 3 -18.3E 3 -1.66E 3 -31.600 -2.99E 3
33:(1.2D + 0.25CV)19.6E
- VX - 30.3VZ68.3E 3 -17.3E 3 -931.029 -62.712 -2.97E 3
34:(1.2D + 0.25CV)17.3E
+ VZ +3 0.3VX68.5E 3 -19.5E 3 -2.46E 3 68.361 -893.161
35:(1.2D + 0.25CV)18.3E
+ VZ -30.3VX 69.3E 3 -19.5E 3 -2.48E 3 38.977 -1.88E 3
36:(1.2D + 0.25CV)17.2E
- VZ +30.3VX 65.2E 3 -16E 3 -34.876 -35.344 -808.873
37:(1.2D + 0.25CV)18.3E
- VZ - 30.3VX66.1E 3 -16E 3 -56.746 -64.728 -1.79E 3
38:0.9D + VX + 0.3VZ
11.6E 3 49.5E 3 -13.8E 3 -1.27E 3 65.850 619.900
39:0.90D + VX - 0.3VZ
11.5E 3 48.5E 3 -12.8E 3 -543.429 34.739 645.186
40:0.90D - VX + 0.3VZ
15.1E 3 52.4E 3 -13.9E 3 -1.34E 3 -32.095 -2.66E 3
41:0.90D - VX - 0.3VZ
11.5E 3 48.5E 3 -12.8E 3 -543.429 34.739 645.186
42:0.9D + VZ + 0.3VX
12.8E 3 51.6E 3 -15.1E 3 -2.15E 3 67.866 -556.722
43:0.90D + VZ - 0.3VX
13.9E 3 52.5E 3 -15.1E 3 -2.17E 3 38.483 -1.54E 3
44:0.90D - VZ + 0.3VX
12.8E 3 48.4E 3 -11.6E 3 279.822 -35.839 -472.434
45:0.90D - VZ - 0.3VX
13.9E 3 52.5E 3 -15.1E 3 -2.17E 3 38.483 -1.54E 3
50:(D + 25%CV) +-12.5E
(4)X0.75SX
3 + 0.225SZ
35E 3 -16.6E 3 -1.87E 3 772.879 24.2E 3
51:(D + 25%CV) +-12.6E
(4)X0.75SX
3 -31.2E
0.225SZ
3 -12.5E 3 929.543 659.172 24.3E 3
52:(D + 25%CV) - (4)X0.75SX
42.2E 3 +80.9E 0.225SZ
3 -17.1E 3 -3.03E 3 -656.127 -26.5E 3
53:(D + 25%CV) - (4)X0.75SX
42.2E 3 -77.1E0.225SZ
3 -13E 3 -228.788 -769.834 -26.4E 3
54:(D + 25%CV) + 13.1E
(4)X0.75SZ
3 +79.7E
0.225SX
3 -41.8E 3 -19.7E 3 813.156 112.250
55:(D + 25%CV) + 17.2E
(4)X0.75SZ
3 -83.1E
0.225SX
3 -41.8E 3 -19.7E 3 705.981 -3.69E 3
56:(D + 25%CV) - (4)X0.75SZ
12.5E 3 + 0.225SX
29E 3 12.2E 3 17.6E 3 -702.935 1.45E 3
57:(D + 25%CV) - (4)X0.75SZ
16.6E 3 - 32.4E
0.225SX
3 12.2E 3 17.6E 3 -810.111 -2.35E 3
58:(D + 25%CV) + (4)X0.75VX
9.48E 3 + 0.225VZ
52E 3 -15.1E 3 -1.21E 3 160.107 3.79E 3
59:(D + 25%CV) + (4)X0.75VX
9.47E 3 -51.3E
0.225VZ
3 -14.4E 3 -666.466 136.773 3.81E 3
60:(D + 25%CV) - (4)X0.75VX
20.2E 3 +60.8E 0.225VZ
3 -15.2E 3 -1.43E 3 -133.728 -6.04E 3
61:(D + 25%CV) - (4)X0.75VX
20.2E 3 -60.1E0.225VZ
3 -14.5E 3 -885.173 -157.061 -6.03E 3
62:(D + 25%CV) + 14.5E
(4)X0.75VZ
3 +60.6E
0.225VX
3 -20.1E 3 -4.68E 3 168.099 -876.754
63:(D + 25%CV) + 15.3E
(4)X0.75VZ
3 -61.3E
0.225VX
3 -20.1E 3 -4.69E 3 146.061 -1.61E 3
64:(D + 25%CV) - (4)X0.75VZ
14.4E 3 +50.9E 0.225VX
3 -9.52E 3 2.6E 3 -143.016 -623.891
65:(D + 25%CV) - (4)X0.75VZ
15.2E 3 - 51.5E
0.225VX
3 -9.52E 3 2.58E 3 -165.053 -1.36E 3
90:(D + CV) 14.9E 3 56.1E 3 -14.8E 3 -1.05E 3 1.685 -1.12E 3
91:(D + CV) + 0.75VX
13.5E
+ 0.225VZ
3 55.4E 3 -15.2E 3 -1.29E 3 50.081 97.420
92:(D + CV) + 0.75VX
13.5E
- 0.225VZ
3 54.6E 3 -14.4E 3 -748.935 26.747 116.385
 Job No Sheet No Rev
B0550 36 / 57 A

Part
Software licensed to DITECH SA
Job Title CALCULO ESTRUCTURAL Ref

By C.P Date08MAY07 Chd A.L.

Client P.D.V.S.A. File Date/Time
ESTRUCTURA_PORTANTE.std 08-May-2007 09:37

Reactions Cont...
Horizontal Vertical Horizontal Moment
Node L/C FX FY FZ MX MY MZ
(kg) (kg) (kg) (kg-m) (kg-m) (kg-m)
93:(D + CV) - 0.75VX
16.2E
+ 0.225VZ
3 57.6E 3 -15.2E 3 -1.35E 3 -23.378 -2.36E 3
94:(D + CV) - 0.75VX
16.2E
- 0.225VZ
3 56.9E 3 -14.4E 3 -803.612 -46.711 -2.34E 3
95:(D + CV) + 0.75VZ
14.5E+ 0.225VX
3 57E 3 -16.1E 3 -1.95E 3 51.593 -785.046
96:(D + CV) + 0.75VZ
15.3E- 0.225VX
3 57.7E 3 -16.1E 3 -1.97E 3 29.555 -1.52E 3
97:(D + CV) - 0.75VZ
14.5E
+ 0.225VX
3 54.6E 3 -13.5E 3 -131.497 -26.186 -721.830
98:(D + CV) - 0.75VZ
15.3E
- 0.225VX
3 55.2E 3 -13.5E 3 -147.900 -48.223 -1.46E 3
99:(.9D) + 0.75VX + 0.225VZ
12E 3 49.7E 3 -13.7E 3 -1.19E 3 49.718 213.374
100:(.9D) + 0.75VX - 12E
0.225VZ3 49.7E 3 -13.7E 3 -1.19E 3 49.718 213.374
101:(.9D) - 0.75VX + 12E
0.225VZ3 49E 3 -12.9E 3 -643.481 26.384 232.339
102:(.9D) - 0.75VX - 0.225VZ
12E 3 49E 3 -12.9E 3 -643.481 26.384 232.339
103:(.9D) + 0.75VZ +13E
0.225VX3 51.3E 3 -14.6E 3 -1.84E 3 51.230 -669.092
104:(.9D) + 0.75VZ - 13E
0.225VX3 51.3E 3 -14.6E 3 -1.84E 3 51.230 -669.092
105:(.9D) - 0.75VZ 13.8E
+ 0.225VX 3 52E 3 -14.6E 3 -1.86E 3 29.192 -1.41E 3
106:(.9D) - 0.75VZ 13.7E
- 0.225VX 3 49.5E 3 -12E 3 -42.446 -48.586 -1.34E 3
110:(D + CV) + 0.75SX
8.04E+ 0.225SZ
3 52.3E 3 -16.8E 3 -2.3E 3 237.164 5.16E 3
111:(D + CV) + 0.75SX8E- 0.225SZ
3 48.5E 3 -12.7E 3 494.715 123.457 5.26E 3
112:(D + CV) - 0.75SX
21.7E + 0.225SZ
3 63.8E 3 -16.9E 3 -2.59E 3 -120.088 -7.5E 3
113:(D + CV) - 0.75SX
21.7E - 0.225SZ
3 60E 3 -12.8E 3 205.132 -233.794 -7.4E 3
114:(D + CV) + 0.75SZ
12.9E + 0.225SX
3 60.7E 3 -21.5E 3 -5.67E 3 244.784 609.943
115:(D + CV) + 0.75SZ17E - 0.225SX
3 64.2E 3 -21.6E 3 -5.76E 3 137.608 -3.19E 3
116:(D + CV) - 0.75SZ
12.7E + 0.225SX
3 48.1E 3 -8.03E 3 3.66E 3 -134.239 943.815
117:(D + CV) - 0.75SZ
16.8E - 0.225SX
3 51.5E 3 -8.07E 3 3.57E 3 -241.414 -2.85E 3
118:(.9D) + 0.75SX6.51E
+ 0.225SZ3 46.6E 3 -15.3E 3 -2.2E 3 236.801 5.27E 3
119:(.9D) + 0.75SX6.51E
- 0.225SZ3 46.6E 3 -15.3E 3 -2.2E 3 236.801 5.27E 3
120:(.9D) - 0.75SX 6.47E
+ 0.225SZ 3 42.8E 3 -11.2E 3 600.169 123.094 5.37E 3
121:(.9D) - 0.75SX 6.47E
- 0.225SZ 3 42.8E 3 -11.2E 3 600.169 123.094 5.37E 3
122:(.9D) + 0.75SZ11.4E
+ 0.225SX3 55E 3 -20E 3 -5.56E 3 244.421 725.897
123:(.9D) + 0.75SZ11.4E
- 0.225SX3 55E 3 -20E 3 -5.56E 3 244.421 725.897
124:(.9D) - 0.75SZ 15.5E
+ 0.225SX 3 58.5E 3 -20.1E 3 -5.65E 3 137.246 -3.07E 3
125:(.9D) - 0.75SZ 15.3E
- 0.225SX 3 45.8E 3 -6.59E 3 3.68E 3 -241.777 -2.74E 3
2 1:PESO PROPIO 186.660 1.46E 3 186.207 -29.601 -0.026 28.034
2:CARGA MUERTA14.6E 3 54.6E 3 14.6E 3 1.08E 3 -1.442 -1.15E 3
3:CARGA VIVA (CV) 0.008 0.104 0.131 0.105 0.010 -0.021
4:SISMO X (SX) -9.13E 3 -7.65E 3 -88.500 -193.055 -238.168 8.44E 3
5:SISMO Z (SZ) -98.416 -8.44E 3 -9.1E 3 -6.46E 3 265.976 219.552
7:VIENTO X (VX) -1.79E 3 -1.47E 3 -16.593 -36.451 -48.972 1.64E 3
8:VIENTO Z (VZ) -18.510 -1.62E 3 -1.78E 3 -1.26E 3 54.334 41.578
9:1.0 D + 0.25 CV 14.8E 3 56E 3 14.8E 3 1.05E 3 -1.466 -1.12E 3
10:1.0 D + CV 14.8E 3 56E 3 14.8E 3 1.05E 3 -1.459 -1.12E 3
11:1.4D 20.7E 3 78.5E 3 20.7E 3 1.47E 3 -2.056 -1.57E 3
12:(1.2D + 1.6CV) 17.8E 3 67.2E 3 17.8E 3 1.26E 3 -1.746 -1.34E 3
13:(1.2D + 0.5CV) 17.8E 3 67.2E 3 17.8E 3 1.26E 3 -1.757 -1.34E 3
14:(1.2D + 0.25CV 8.62E
) + SX 3+ 0.3SZ
57.1E 3 14.9E 3 -871.558 -160.135 7.16E 3
15:(1.2D + 0.25CV)8.68E
+ SX -30.3SZ 62.1E 3 20.4E 3 3E 3 -319.721 7.03E 3
16:(1.2D + 0.25CV)26.9E
- SX +30.3SZ 72.4E 3 15.1E 3 -485.448 316.201 -9.72E 3
17:(1.2D + 0.25CV)26.9E
- SX - 30.3SZ77.4E 3 20.6E 3 3.39E 3 156.615 -9.85E 3
18:(1.2D + 0.25CV)14.9E
+ SZ +3 0.3SX56.5E 3 8.63E 3 -5.26E 3 192.766 1.41E 3
19:(1.2D + 0.25CV)20.4E
+ SZ -30.3SX 61.1E 3 8.69E 3 -5.14E 3 335.667 -3.65E 3
 Job No Sheet No Rev
B0550 37 / 57 A

Part
Software licensed to DITECH SA
Job Title CALCULO ESTRUCTURAL Ref

By C.P Date08MAY07 Chd A.L.

Client P.D.V.S.A. File Date/Time
ESTRUCTURA_PORTANTE.std 08-May-2007 09:37

Reactions Cont...
Horizontal Vertical Horizontal Moment
Node L/C FX FY FZ MX MY MZ
(kg) (kg) (kg) (kg-m) (kg-m) (kg-m)
20:(1.2D + 0.25CV)15.1E
- SZ +30.3SX 73.4E 3 26.8E 3 7.66E 3 -339.187 970.887
21:(1.2D + 0.25CV)20.6E
- SZ - 30.3SX 78E 3 26.9E 3 7.77E 3 -196.286 -4.09E 3
22:0.9D + SX + 0.3SZ
4.18E 3 40.2E 3 10.5E 3 -1.19E 3 -159.697 7.5E 3
23:0.90D + SX - 0.3SZ
4.24E 3 45.3E 3 16E 3 2.69E 3 -319.282 7.37E 3
24:0.90D - SX + 0.3SZ
22.4E 3 55.6E 3 10.7E 3 -800.020 316.639 -9.38E 3
25:0.90D - SX - 0.3SZ
4.24E 3 45.3E 3 16E 3 2.69E 3 -319.282 7.37E 3
26:0.9D + SZ + 0.3SX
10.5E 3 39.7E 3 4.19E 3 -5.57E 3 193.204 1.75E 3
27:0.90D + SZ - 0.3SX16E 3 44.3E 3 4.25E 3 -5.45E 3 336.105 -3.32E 3
28:0.90D - SZ + 0.3SX
10.7E 3 56.6E 3 22.4E 3 7.34E 3 -338.748 1.31E 3
29:0.90D - SZ - 0.3SX16E 3 44.3E 3 4.25E 3 -5.45E 3 336.105 -3.32E 3
30:(1.2D + 0.25CV ) +16E
VX 3+ 0.3VZ
65.3E 3 17.2E 3 844.682 -34.432 309.610
31:(1.2D + 0.25CV) +16E
VX -30.3VZ 66.3E 3 18.3E 3 1.6E 3 -67.032 284.663
32:(1.2D + 0.25CV)19.6E
- VX +30.3VZ 68.2E 3 17.2E 3 917.584 63.513 -2.97E 3
33:(1.2D + 0.25CV)19.6E
- VX - 30.3VZ69.2E 3 18.3E 3 1.67E 3 30.913 -2.99E 3
34:(1.2D + 0.25CV)17.2E
+ VZ +3 0.3VX65.2E 3 16E 3 -9.644 37.882 -808.406
35:(1.2D + 0.25CV)18.3E
+ VZ -30.3VX 66.1E 3 16E 3 12.227 67.265 -1.79E 3
36:(1.2D + 0.25CV)17.3E
- VZ +30.3VX 68.4E 3 19.5E 3 2.5E 3 -70.785 -891.562
37:(1.2D + 0.25CV)18.3E
- VZ - 30.3VX69.3E 3 19.5E 3 2.53E 3 -41.402 -1.87E 3
38:0.9D + VX + 0.3VZ
11.5E 3 48.5E 3 12.8E 3 530.110 -33.994 645.016
39:0.90D + VX - 0.3VZ
11.6E 3 49.5E 3 13.8E 3 1.28E 3 -66.594 620.069
40:0.90D - VX + 0.3VZ
15.1E 3 51.4E 3 12.8E 3 603.013 63.951 -2.63E 3
41:0.90D - VX - 0.3VZ
11.6E 3 49.5E 3 13.8E 3 1.28E 3 -66.594 620.069
42:0.9D + VZ + 0.3VX
12.8E 3 48.4E 3 11.5E 3 -324.215 38.320 -473.000
43:0.90D + VZ - 0.3VX
13.9E 3 49.3E 3 11.5E 3 -302.345 67.703 -1.46E 3
44:0.90D - VZ + 0.3VX
12.8E 3 51.6E 3 15.1E 3 2.19E 3 -70.347 -556.157
45:0.90D - VZ - 0.3VX
13.9E 3 49.3E 3 11.5E 3 -302.345 67.703 -1.46E 3
50:(D + 25%CV) +-12.6E
(4)X0.75SX
3 +31.2E
0.225SZ
3 12.5E 3 -983.187 -656.125 24.3E 3
51:(D + 25%CV) +-12.6E
(4)X0.75SX
3 - 0.225SZ
35E 3 16.6E 3 1.92E 3 -775.814 24.2E 3
52:(D + 25%CV) - (4)X0.75SX
42.2E 3 +77.1E 0.225SZ
3 13E 3 175.143 772.882 -26.4E 3
53:(D + 25%CV) - (4)X0.75SX
42.2E 3 -80.9E0.225SZ3 17.1E 3 3.08E 3 653.193 -26.5E 3
54:(D + 25%CV) + 12.5E
(4)X0.75SZ
3 + 0.225SX
29E 3 -12.5E 3 -18.4E 3 742.875 1.44E 3
55:(D + 25%CV) + 16.6E
(4)X0.75SZ
3 -32.4E
0.225SX
3 -12.5E 3 -18.3E 3 850.051 -2.36E 3
56:(D + 25%CV) - (4)X0.75SZ
13.1E 3 +79.7E 0.225SX
3 42.1E 3 20.4E 3 -852.983 122.372
57:(D + 25%CV) - (4)X0.75SZ
17.2E 3 - 83.1E
0.225SX3 42.1E 3 20.5E 3 -745.807 -3.68E 3
58:(D + 25%CV) + (4)X0.75VX
9.46E 3 +51.3E
0.225VZ
3 14.4E 3 656.351 -136.158 3.81E 3
59:(D + 25%CV) + (4)X0.75VX
9.47E 3 - 0.225VZ
52E 3 15.2E 3 1.22E 3 -160.609 3.79E 3
60:(D + 25%CV) - (4)X0.75VX
20.2E 3 +60.1E 0.225VZ
3 14.5E 3 875.058 157.676 -6.02E 3
61:(D + 25%CV) - (4)X0.75VX
20.2E 3 -60.8E0.225VZ3 15.3E 3 1.44E 3 133.226 -6.04E 3
62:(D + 25%CV) + 14.4E
(4)X0.75VZ
3 +50.8E
0.225VX
3 9.46E 3 -2.73E 3 150.516 -624.554
63:(D + 25%CV) + 15.2E
(4)X0.75VZ
3 -51.5E
0.225VX
3 9.46E 3 -2.71E 3 172.553 -1.36E 3
64:(D + 25%CV) - (4)X0.75VZ
14.5E 3 +60.6E 0.225VX
3 20.1E 3 4.81E 3 -175.486 -874.024
65:(D + 25%CV) - (4)X0.75VZ
15.3E 3 - 61.2E
0.225VX3 20.1E 3 4.83E 3 -153.448 -1.61E 3
90:(D + CV) 14.8E 3 56E 3 14.8E 3 1.05E 3 -1.459 -1.12E 3
91:(D + CV) + 0.75VX
13.5E
+ 0.225VZ
3 54.6E 3 14.4E 3 738.445 -25.963 120.391
92:(D + CV) + 0.75VX
13.5E
- 0.225VZ
3 55.3E 3 15.2E 3 1.3E 3 -50.413 101.680
93:(D + CV) - 0.75VX
16.2E
+ 0.225VZ
3 56.8E 3 14.4E 3 793.122 47.496 -2.34E 3
94:(D + CV) - 0.75VX
16.2E
- 0.225VZ
3 57.5E 3 15.2E 3 1.36E 3 23.046 -2.36E 3
95:(D + CV) + 0.75VZ
14.4E
+ 0.225VX
3 54.5E 3 13.5E 3 97.701 28.273 -718.121
 Job No Sheet No Rev
B0550 38 / 57 A

Part
Software licensed to DITECH SA
Job Title CALCULO ESTRUCTURAL Ref

By C.P Date08MAY07 Chd A.L.

Client P.D.V.S.A. File Date/Time
ESTRUCTURA_PORTANTE.std 08-May-2007 09:37

Reactions Cont...
Horizontal Vertical Horizontal Moment
Node L/C FX FY FZ MX MY MZ
(kg) (kg) (kg) (kg-m) (kg-m) (kg-m)
96:(D + CV) + 0.75VZ
15.2E- 0.225VX
3 55.2E 3 13.5E 3 114.104 50.310 -1.46E 3
97:(D + CV) - 0.75VZ
14.4E
+ 0.225VX
3 56.9E 3 16.1E 3 1.98E 3 -53.228 -780.489
98:(D + CV) - 0.75VZ
15.2E
- 0.225VX
3 57.6E 3 16.1E 3 2E 3 -31.190 -1.52E 3
99:(.9D) + 0.75VX + 0.225VZ
12E 3 49E 3 12.9E 3 633.492 -25.826 232.212
100:(.9D) + 0.75VX - 12E
0.225VZ3 49E 3 12.9E 3 633.492 -25.826 232.212
101:(.9D) - 0.75VX + 12E
0.225VZ3 49.7E 3 13.7E 3 1.2E 3 -50.276 213.501
102:(.9D) - 0.75VX - 0.225VZ
12E 3 49.7E 3 13.7E 3 1.2E 3 -50.276 213.501
103:(.9D) + 0.75VZ12.9E
+ 0.225VX3 48.9E 3 12E 3 -7.252 28.410 -606.300
104:(.9D) + 0.75VZ12.9E
- 0.225VX3 48.9E 3 12E 3 -7.252 28.410 -606.300
105:(.9D) - 0.75VZ 13.7E
+ 0.225VX 3 49.5E 3 12E 3 9.151 50.447 -1.34E 3
106:(.9D) - 0.75VZ 13.8E
- 0.225VX 3 52E 3 14.7E 3 1.89E 3 -31.053 -1.41E 3
110:(D + CV) + 0.75SX
7.95E+ 0.225SZ
3 48.4E 3 12.7E 3 -548.735 -120.240 5.26E 3
111:(D + CV) + 0.75SX
7.99E- 0.225SZ
3 52.2E 3 16.8E 3 2.36E 3 -239.929 5.16E 3
112:(D + CV) - 0.75SX
21.6E + 0.225SZ
3 59.9E 3 12.8E 3 -259.152 237.012 -7.4E 3
113:(D + CV) - 0.75SX
21.7E - 0.225SZ
3 63.7E 3 16.9E 3 2.65E 3 117.323 -7.5E 3
114:(D + CV) + 0.75SZ
12.7E + 0.225SX
3 48E 3 7.96E 3 -3.84E 3 144.436 945.676
115:(D + CV) + 0.75SZ
16.8E - 0.225SX
3 51.4E 3 8E 3 -3.75E 3 251.611 -2.85E 3
116:(D + CV) - 0.75SZ
12.8E + 0.225SX
3 60.7E 3 21.6E 3 5.85E 3 -254.529 616.348
117:(D + CV) - 0.75SZ
16.9E - 0.225SX
3 64.1E 3 21.6E 3 5.93E 3 -147.353 -3.18E 3
118:(.9D) + 0.75SX6.47E
+ 0.225SZ3 42.8E 3 11.2E 3 -653.688 -120.103 5.37E 3
119:(.9D) + 0.75SX6.47E
- 0.225SZ3 42.8E 3 11.2E 3 -653.688 -120.103 5.37E 3
120:(.9D) - 0.75SX 6.51E
+ 0.225SZ 3 46.6E 3 15.3E 3 2.25E 3 -239.792 5.27E 3
121:(.9D) - 0.75SX 6.51E
- 0.225SZ 3 46.6E 3 15.3E 3 2.25E 3 -239.792 5.27E 3
122:(.9D) + 0.75SZ11.2E
+ 0.225SX3 42.4E 3 6.48E 3 -3.94E 3 144.573 1.06E 3
123:(.9D) + 0.75SZ11.2E
- 0.225SX3 42.4E 3 6.48E 3 -3.94E 3 144.573 1.06E 3
124:(.9D) - 0.75SZ 15.3E
+ 0.225SX 3 45.8E 3 6.52E 3 -3.85E 3 251.748 -2.74E 3
125:(.9D) - 0.75SZ 15.5E
- 0.225SX 3 58.5E 3 20.2E 3 5.83E 3 -147.216 -3.07E 3
3 1:PESO PROPIO -186.660 1.46E 3 -186.205 29.601 -0.026 -28.016
2:CARGA MUERTA -14.6E 3 54.6E 3 -14.6E 3 -1.08E 3 -1.394 1.15E 3
3:CARGA VIVA (CV) -46.417 74.897 -0.131 -0.606 -0.216 4.156
4:SISMO X (SX) -8.97E 3 7.65E 3 -87.182 -195.637 225.162 8.03E 3
5:SISMO Z (SZ) -97.401 8.44E 3 -9E 3 -6.22E 3 -252.668 222.601
7:VIENTO X (VX) -1.76E 3 1.47E 3 -16.347 -36.933 46.545 1.56E 3
8:VIENTO Z (VZ) -18.320 1.62E 3 -1.76E 3 -1.21E 3 -51.849 42.147
9:1.0 D + 0.25 CV -14.8E 3 56.1E 3 -14.8E 3 -1.05E 3 -1.474 1.12E 3
10:1.0 D + CV -14.9E 3 56.1E 3 -14.8E 3 -1.05E 3 -1.636 1.12E 3
11:1.4D -20.7E 3 78.5E 3 -20.7E 3 -1.47E 3 -1.988 1.57E 3
12:(1.2D + 1.6CV)-17.9E 3 67.4E 3 -17.8E 3 -1.26E 3 -2.050 1.35E 3
13:(1.2D + 0.5CV)-17.8E 3 67.3E 3 -17.8E 3 -1.26E 3 -1.812 1.34E 3
14:(1.2D + 0.25CV-26.8E
) + SX 3+ 0.3SZ
77.5E 3 -20.5E 3 -3.32E 3 147.604 9.44E 3
15:(1.2D + 0.25CV)-26.7E
+ SX -30.3SZ 72.4E 3 -15.1E 3 411.399 299.205 9.3E 3
16:(1.2D + 0.25CV)-8.86E
- SX +30.3SZ 62.1E 3 -20.4E 3 -2.93E 3 -302.721 -6.61E 3
17:(1.2D + 0.25CV) -8.8E
- SX - 30.3SZ57.1E 3 -15E 3 802.673 -151.120 -6.75E 3
18:(1.2D + 0.25CV)-20.6E
+ SZ +3 0.3SX78E 3 -26.8E 3 -7.53E 3 -186.878 3.97E 3
19:(1.2D + 0.25CV)-15.2E
+ SZ -30.3SX 73.4E 3 -26.7E 3 -7.42E 3 -321.975 -841.048
20:(1.2D + 0.25CV)-20.4E
- SZ +30.3SX 61.1E 3 -8.79E 3 4.9E 3 318.459 3.53E 3
21:(1.2D + 0.25CV) --15E
SZ - 30.3SX56.5E 3 -8.74E 3 5.02E 3 183.361 -1.29E 3
22:0.9D + SX + 0.3SZ
-22.3E 3 60.6E 3 -16.1E 3 -3E 3 148.084 9.1E 3
 Job No Sheet No Rev
B0550 39 / 57 A

Part
Software licensed to DITECH SA
Job Title CALCULO ESTRUCTURAL Ref

By C.P Date08MAY07 Chd A.L.

Client P.D.V.S.A. File Date/Time
ESTRUCTURA_PORTANTE.std 08-May-2007 09:37

Reactions Cont...
Horizontal Vertical Horizontal Moment
Node L/C FX FY FZ MX MY MZ
(kg) (kg) (kg) (kg-m) (kg-m) (kg-m)
23:0.90D + SX - 0.3SZ
-22.3E 3 55.6E 3 -10.7E 3 726.093 299.685 8.97E 3
24:0.90D - SX + 0.3SZ
-4.4E 3 45.3E 3 -15.9E 3 -2.61E 3 -302.241 -6.95E 3
25:0.90D - SX - 0.3SZ
-22.3E 3 55.6E 3 -10.7E 3 726.093 299.685 8.97E 3
26:0.9D + SZ + 0.3SX
-16.1E 3 61.2E 3 -22.3E 3 -7.22E 3 -186.398 3.64E 3
27:0.90D + SZ - 0.3SX
-10.7E 3 56.6E 3 -22.3E 3 -7.1E 3 -321.495 -1.18E 3
28:0.90D - SZ + 0.3SX
-15.9E 3 44.3E 3 -4.35E 3 5.22E 3 318.939 3.19E 3
29:0.90D - SZ - 0.3SX
-10.7E 3 56.6E 3 -22.3E 3 -7.1E 3 -321.495 -1.18E 3
30:(1.2D + 0.25CV-19.6E
) + VX 3+ 0.3VZ69.2E 3 -18.3E 3 -1.66E 3 29.232 2.92E 3
31:(1.2D + 0.25CV)-19.5E
+ VX -30.3VZ 68.3E 3 -17.2E 3 -931.497 60.342 2.89E 3
32:(1.2D + 0.25CV) --16E
VX +30.3VZ 66.3E 3 -18.3E 3 -1.59E 3 -63.858 -204.751
33:(1.2D + 0.25CV) --16E
VX - 30.3VZ65.3E 3 -17.2E 3 -857.631 -32.749 -230.040
34:(1.2D + 0.25CV)-18.3E
+ VZ +3 0.3VX69.3E 3 -19.5E 3 -2.48E 3 -39.644 1.85E 3
35:(1.2D + 0.25CV)-17.3E
+ VZ -30.3VX 68.5E 3 -19.5E 3 -2.46E 3 -67.571 917.654
36:(1.2D + 0.25CV)-18.3E
- VZ +30.3VX 66.1E 3 -16E 3 -56.875 64.055 1.77E 3
37:(1.2D + 0.25CV)-17.3E
- VZ - 30.3VX65.2E 3 -16E 3 -34.715 36.128 833.360
38:0.9D + VX + 0.3VZ
-15.1E 3 52.4E 3 -13.9E 3 -1.34E 3 29.712 2.58E 3
39:0.90D + VX - 0.3VZ
-15.1E 3 51.4E 3 -12.8E 3 -616.803 60.822 2.56E 3
40:0.90D - VX + 0.3VZ
-11.6E 3 49.5E 3 -13.8E 3 -1.27E 3 -63.378 -541.504
41:0.90D - VX - 0.3VZ
-15.1E 3 51.4E 3 -12.8E 3 -616.803 60.822 2.56E 3
42:0.9D + VZ + 0.3VX
-13.9E 3 52.5E 3 -15.1E 3 -2.17E 3 -39.164 1.52E 3
43:0.90D + VZ - 0.3VX
-12.8E 3 51.6E 3 -15.1E 3 -2.15E 3 -67.091 580.901
44:0.90D - VZ + 0.3VX
-13.8E 3 49.3E 3 -11.6E 3 257.819 64.535 1.43E 3
45:0.90D - VZ - 0.3VX
-12.8E 3 51.6E 3 -15.1E 3 -2.15E 3 -67.091 580.901
50:(D + 25%CV) +-41.8E
(4)X0.75SX
3 +80.9E
0.225SZ
3 -17.1E 3 -3.03E 3 617.162 25.2E 3
51:(D + 25%CV) +-41.7E
(4)X0.75SX
3 -77.1E
0.225SZ
3 -13E 3 -236.519 730.863 25.1E 3
52:(D + 25%CV) - (4)X0.75SX
12E 3 + 0.225SZ
35E 3 -16.6E 3 -1.86E 3 -733.811 -22.9E 3
53:(D + 25%CV) - (4)X0.75SX
12.1E 3 -31.2E 0.225SZ3 -12.5E 3 937.303 -620.111 -23E 3
54:(D + 25%CV) +-17.1E
(4)X0.75SZ
3 +83.1E
0.225SX
3 -41.8E 3 -19.7E 3 -708.817 3.59E 3
55:(D + 25%CV) +-13.1E
(4)X0.75SZ
3 -79.7E
0.225SX
3 -41.8E 3 -19.7E 3 -810.140 -17.769
56:(D + 25%CV) - -16.6E
(4)X0.75SZ3 +32.4E
0.225SX
3 12.2E 3 17.6E 3 807.192 2.26E 3
57:(D + 25%CV) - -12.5E
(4)X0.75SZ3 - 0.225SX
29E 3 12.2E 3 17.6E 3 705.869 -1.35E 3
58:(D + 25%CV) +-20.1E
(4)X0.75VX
3 +60.8E
0.225VZ
3 -15.2E 3 -1.43E 3 126.496 5.81E 3
59:(D + 25%CV) +-20.1E
(4)X0.75VX
3 -60.1E
0.225VZ
3 -14.5E 3 -886.607 149.828 5.79E 3
60:(D + 25%CV) - -9.57E
(4)X0.75VX3 + 0.225VZ
52E 3 -15.1E 3 -1.21E 3 -152.776 -3.55E 3
61:(D + 25%CV) - -9.56E
(4)X0.75VX3 -51.3E
0.225VZ3 -14.4E 3 -665.009 -129.444 -3.57E 3
62:(D + 25%CV) +-15.3E
(4)X0.75VZ
3 +61.3E
0.225VX
3 -20.1E 3 -4.69E 3 -146.550 1.6E 3
63:(D + 25%CV) +-14.5E
(4)X0.75VZ
3 -60.6E
0.225VX
3 -20.1E 3 -4.68E 3 -167.495 895.236
64:(D + 25%CV) - -15.2E
(4)X0.75VZ3 +51.5E
0.225VX
3 -9.52E 3 2.58E 3 164.547 1.34E 3
65:(D + 25%CV) - -14.4E
(4)X0.75VZ3 - 50.9E
0.225VX3 -9.52E 3 2.6E 3 143.601 642.353
90:(D + CV) -14.9E 3 56.1E 3 -14.8E 3 -1.05E 3 -1.636 1.12E 3
91:(D + CV) + 0.75VX
-16.2E+ 0.225VZ
3 57.6E 3 -15.2E 3 -1.35E 3 21.607 2.3E 3
92:(D + CV) + 0.75VX
-16.2E- 0.225VZ
3 56.9E 3 -14.4E 3 -803.962 44.939 2.28E 3
93:(D + CV) - 0.75VX
-13.6E
+ 0.225VZ
3 55.4E 3 -15.2E 3 -1.29E 3 -48.211 -38.282
94:(D + CV) - 0.75VX
-13.5E
- 0.225VZ
3 54.6E 3 -14.4E 3 -748.562 -24.879 -57.249
95:(D + CV) + 0.75VZ
-15.3E+ 0.225VX
3 57.7E 3 -16.1E 3 -1.97E 3 -30.050 1.51E 3
96:(D + CV) + 0.75VZ
-14.5E- 0.225VX
3 57E 3 -16.1E 3 -1.95E 3 -50.996 803.522
97:(D + CV) - 0.75VZ
-15.2E
+ 0.225VX
3 55.2E 3 -13.5E 3 -147.996 47.724 1.44E 3
98:(D + CV) - 0.75VZ
-14.5E
- 0.225VX
3 54.6E 3 -13.5E 3 -131.376 26.778 740.301
 Job No Sheet No Rev
B0550 40 / 57 A

Part
Software licensed to DITECH SA
Job Title CALCULO ESTRUCTURAL Ref

By C.P Date08MAY07 Chd A.L.

Client P.D.V.S.A. File Date/Time
ESTRUCTURA_PORTANTE.std 08-May-2007 09:37

Reactions Cont...
Horizontal Vertical Horizontal Moment
Node L/C FX FY FZ MX MY MZ
(kg) (kg) (kg) (kg-m) (kg-m) (kg-m)
99:(.9D) + 0.75VX -14.7E
+ 0.225VZ 3 51.9E 3 -13.7E 3 -1.24E 3 21.965 2.19E 3
100:(.9D) + 0.75VX-14.7E
- 0.225VZ
3 51.9E 3 -13.7E 3 -1.24E 3 21.965 2.19E 3
101:(.9D) - 0.75VX-14.7E
+ 0.225VZ3 51.2E 3 -12.9E 3 -698.509 45.297 2.17E 3
102:(.9D) - 0.75VX-14.7E
- 0.225VZ3 51.2E 3 -12.9E 3 -698.509 45.297 2.17E 3
103:(.9D) + 0.75VZ-13.7E
+ 0.225VX
3 52E 3 -14.6E 3 -1.86E 3 -29.693 1.39E 3
104:(.9D) + 0.75VZ-13.7E
- 0.225VX
3 52E 3 -14.6E 3 -1.86E 3 -29.693 1.39E 3
105:(.9D) - 0.75VZ +-13E
0.225VX
3 51.3E 3 -14.6E 3 -1.84E 3 -50.638 687.461
106:(.9D) - 0.75VZ-12.9E
- 0.225VX 3 48.9E 3 -12E 3 -25.923 27.136 624.241
110:(D + CV) + 0.75SX
-21.6E+ 0.225SZ
3 63.8E 3 -16.9E 3 -2.59E 3 110.385 7.19E 3
111:(D + CV) + 0.75SX
-21.6E- 0.225SZ
3 60E 3 -12.8E 3 203.210 224.086 7.09E 3
112:(D + CV) - 0.75SX
-8.16E + 0.225SZ
3 52.3E 3 -16.8E 3 -2.3E 3 -227.358 -4.85E 3
113:(D + CV) - 0.75SX
-8.12E - 0.225SZ
3 48.5E 3 -12.7E 3 496.665 -113.657 -4.95E 3
114:(D + CV) + 0.75SZ-17E + 0.225SX
3 64.2E 3 -21.6E 3 -5.76E 3 -140.476 3.1E 3
115:(D + CV) + 0.75SZ
-12.9E - 0.225SX
3 60.7E 3 -21.5E 3 -5.67E 3 -241.799 -515.505
116:(D + CV) - 0.75SZ
-16.8E + 0.225SX
3 51.5E 3 -8.07E 3 3.57E 3 238.527 2.76E 3
117:(D + CV) - 0.75SZ
-12.8E - 0.225SX
3 48.1E 3 -8.03E 3 3.66E 3 137.204 -849.406
118:(.9D) + 0.75SX-20.1E
+ 0.225SZ
3 58.1E 3 -15.4E 3 -2.49E 3 110.743 7.08E 3
119:(.9D) + 0.75SX-20.1E
- 0.225SZ
3 58.1E 3 -15.4E 3 -2.49E 3 110.743 7.08E 3
120:(.9D) - 0.75SX +-20E
0.225SZ
3 54.3E 3 -11.4E 3 308.663 224.444 6.98E 3
121:(.9D) - 0.75SX --20E
0.225SZ3 54.3E 3 -11.4E 3 308.663 224.444 6.98E 3
122:(.9D) + 0.75SZ-15.4E
+ 0.225SX
3 58.5E 3 -20.1E 3 -5.65E 3 -140.118 2.98E 3
123:(.9D) + 0.75SZ-15.4E
- 0.225SX
3 58.5E 3 -20.1E 3 -5.65E 3 -140.118 2.98E 3
124:(.9D) - 0.75SZ-11.4E
+ 0.225SX 3 55E 3 -20E 3 -5.56E 3 -241.441 -631.565
125:(.9D) - 0.75SZ-11.2E
- 0.225SX 3 42.4E 3 -6.55E 3 3.76E 3 137.561 -965.466
4 1:PESO PROPIO -186.660 1.46E 3 186.205 -29.601 0.026 -28.016
2:CARGA MUERTA -14.6E 3 54.6E 3 14.6E 3 1.08E 3 1.394 1.15E 3
3:CARGA VIVA (CV)-0.008 0.104 0.131 0.105 -0.010 0.021
4:SISMO X (SX) -8.97E 3 7.65E 3 87.182 195.637 -225.162 8.03E 3
5:SISMO Z (SZ) 98.427 -8.44E 3 -9.1E 3 -6.46E 3 -265.963 -219.571
7:VIENTO X (VX) -1.76E 3 1.47E 3 16.347 36.933 -46.545 1.56E 3
8:VIENTO Z (VZ) 18.512 -1.62E 3 -1.78E 3 -1.26E 3 -54.331 -41.582
9:1.0 D + 0.25 CV -14.8E 3 56E 3 14.8E 3 1.05E 3 1.418 1.12E 3
10:1.0 D + CV -14.8E 3 56E 3 14.8E 3 1.05E 3 1.410 1.12E 3
11:1.4D -20.7E 3 78.5E 3 20.7E 3 1.47E 3 1.988 1.57E 3
12:(1.2D + 1.6CV)-17.8E 3 67.2E 3 17.8E 3 1.26E 3 1.688 1.34E 3
13:(1.2D + 0.5CV)-17.8E 3 67.2E 3 17.8E 3 1.26E 3 1.699 1.34E 3
14:(1.2D + 0.25CV-26.7E
) + SX 3+ 0.3SZ72.4E 3 15.1E 3 -482.884 -303.250 9.3E 3
15:(1.2D + 0.25CV)-26.8E
+ SX -30.3SZ 77.4E 3 20.6E 3 3.39E 3 -143.672 9.43E 3
16:(1.2D + 0.25CV)-8.79E
- SX +30.3SZ 57.1E 3 14.9E 3 -874.158 147.075 -6.75E 3
17:(1.2D + 0.25CV)-8.85E
- SX - 30.3SZ62.1E 3 20.4E 3 3E 3 306.653 -6.62E 3
18:(1.2D + 0.25CV)-20.4E
+ SZ +3 0.3SX61.1E 3 8.69E 3 -5.14E 3 -331.810 3.53E 3
19:(1.2D + 0.25CV) + -15E
SZ -30.3SX56.5E 3 8.63E 3 -5.26E 3 -196.712 -1.28E 3
20:(1.2D + 0.25CV)-20.6E
- SZ +30.3SX 78E 3 26.9E 3 7.77E 3 200.116 3.97E 3
21:(1.2D + 0.25CV)-15.2E
- SZ - 30.3SX73.4E 3 26.8E 3 7.66E 3 335.213 -845.112
22:0.9D + SX + 0.3SZ
-22.3E 3 55.6E 3 10.7E 3 -797.453 -303.673 8.97E 3
23:0.90D + SX - 0.3SZ
-22.3E 3 60.6E 3 16.1E 3 3.08E 3 -144.095 9.1E 3
24:0.90D - SX + 0.3SZ
-4.34E 3 40.2E 3 10.5E 3 -1.19E 3 146.652 -7.08E 3
25:0.90D - SX - 0.3SZ
-22.3E 3 60.6E 3 16.1E 3 3.08E 3 -144.095 9.1E 3
 Job No Sheet No Rev
B0550 41 / 57 A

Part
Software licensed to DITECH SA
Job Title CALCULO ESTRUCTURAL Ref

By C.P Date08MAY07 Chd A.L.

Client P.D.V.S.A. File Date/Time
ESTRUCTURA_PORTANTE.std 08-May-2007 09:37

Reactions Cont...
Horizontal Vertical Horizontal Moment
Node L/C FX FY FZ MX MY MZ
(kg) (kg) (kg) (kg-m) (kg-m) (kg-m)
26:0.9D + SZ + 0.3SX
-15.9E 3 44.3E 3 4.25E 3 -5.45E 3 -332.233 3.2E 3
27:0.90D + SZ - 0.3SX
-10.6E 3 39.7E 3 4.19E 3 -5.57E 3 -197.136 -1.62E 3
28:0.90D - SZ + 0.3SX
-16.1E 3 61.2E 3 22.4E 3 7.46E 3 199.692 3.63E 3
29:0.90D - SZ - 0.3SX
-10.6E 3 39.7E 3 4.19E 3 -5.57E 3 -197.136 -1.62E 3
30:(1.2D + 0.25CV-19.5E
) + VX 3+ 0.3VZ68.2E 3 17.2E 3 918.052 -61.143 2.89E 3
31:(1.2D + 0.25CV)-19.5E
+ VX -30.3VZ 69.2E 3 18.3E 3 1.67E 3 -28.545 2.92E 3
32:(1.2D + 0.25CV) --16E
VX +30.3VZ 65.3E 3 17.2E 3 844.185 31.948 -230.904
33:(1.2D + 0.25CV) --16E
VX - 30.3VZ66.3E 3 18.3E 3 1.6E 3 64.546 -205.955
34:(1.2D + 0.25CV)-18.3E
+ VZ +3 0.3VX66.1E 3 16E 3 12.355 -66.593 1.77E 3
35:(1.2D + 0.25CV)-17.2E
+ VZ -30.3VX 65.2E 3 16E 3 -9.805 -38.665 832.891
36:(1.2D + 0.25CV)-18.3E
- VZ +30.3VX 69.3E 3 19.5E 3 2.53E 3 42.069 1.85E 3
37:(1.2D + 0.25CV)-17.3E
- VZ - 30.3VX68.4E 3 19.5E 3 2.5E 3 69.996 916.055
38:0.9D + VX + 0.3VZ
-15.1E 3 51.4E 3 12.8E 3 603.483 -61.566 2.56E 3
39:0.90D + VX - 0.3VZ
-15.1E 3 52.4E 3 13.9E 3 1.36E 3 -28.968 2.58E 3
40:0.90D - VX + 0.3VZ
-11.6E 3 48.5E 3 12.8E 3 529.617 31.524 -566.623
41:0.90D - VX - 0.3VZ
-15.1E 3 52.4E 3 13.9E 3 1.36E 3 -28.968 2.58E 3
42:0.9D + VZ + 0.3VX
-13.8E 3 49.3E 3 11.5E 3 -302.213 -67.016 1.43E 3
43:0.90D + VZ - 0.3VX
-12.8E 3 48.4E 3 11.5E 3 -324.373 -39.089 497.172
44:0.90D - VZ + 0.3VX
-13.9E 3 52.5E 3 15.1E 3 2.21E 3 41.645 1.52E 3
45:0.90D - VZ - 0.3VX
-12.8E 3 48.4E 3 11.5E 3 -324.373 -39.089 497.172
50:(D + 25%CV) +-41.7E
(4)X0.75SX
3 +77.1E
0.225SZ
3 13E 3 182.874 -733.911 25.1E 3
51:(D + 25%CV) +-41.7E
(4)X0.75SX
3 -80.9E
0.225SZ
3 17.1E 3 3.09E 3 -614.228 25.2E 3
52:(D + 25%CV) - (4)X0.75SX
12.1E 3 +31.2E 0.225SZ
3 12.5E 3 -990.948 617.063 -23E 3
53:(D + 25%CV) - (4)X0.75SX
12.1E 3 - 0.225SZ35E 3 16.6E 3 1.91E 3 736.746 -22.9E 3
54:(D + 25%CV) +-16.5E
(4)X0.75SZ
3 +32.4E
0.225SX
3 -12.5E 3 -18.3E 3 -847.132 2.27E 3
55:(D + 25%CV) +-12.5E
(4)X0.75SZ
3 - 0.225SX
29E 3 -12.5E 3 -18.4E 3 -745.809 -1.35E 3
56:(D + 25%CV) - -17.1E
(4)X0.75SZ3 +83.1E
0.225SX
3 42.1E 3 20.5E 3 748.644 3.58E 3
57:(D + 25%CV) - -13.1E
(4)X0.75SZ3 - 79.7E
0.225SX3 42.1E 3 20.4E 3 849.967 -27.893
58:(D + 25%CV) +-20.1E
(4)X0.75VX
3 +60.1E
0.225VZ
3 14.4E 3 876.492 -150.443 5.79E 3
59:(D + 25%CV) +-20.1E
(4)X0.75VX
3 -60.8E
0.225VZ
3 15.3E 3 1.44E 3 -125.994 5.81E 3
60:(D + 25%CV) - -9.55E
(4)X0.75VX3 +51.3E
0.225VZ
3 14.4E 3 654.894 128.829 -3.57E 3
61:(D + 25%CV) - -9.56E
(4)X0.75VX3 - 0.225VZ
52E 3 15.2E 3 1.22E 3 153.278 -3.56E 3
62:(D + 25%CV) +-15.2E
(4)X0.75VZ
3 +51.5E
0.225VX
3 9.46E 3 -2.71E 3 -172.047 1.35E 3
63:(D + 25%CV) +-14.4E
(4)X0.75VZ
3 -50.8E
0.225VX
3 9.46E 3 -2.73E 3 -151.102 643.015
64:(D + 25%CV) - -15.3E
(4)X0.75VZ3 +61.2E
0.225VX
3 20.1E 3 4.83E 3 153.937 1.6E 3
65:(D + 25%CV) - -14.5E
(4)X0.75VZ3 - 60.6E
0.225VX3 20.1E 3 4.81E 3 174.882 892.506
90:(D + CV) -14.8E 3 56E 3 14.8E 3 1.05E 3 1.410 1.12E 3
91:(D + CV) + 0.75VX
-16.1E+ 0.225VZ
3 56.8E 3 14.4E 3 793.471 -45.723 2.28E 3
92:(D + CV) + 0.75VX
-16.1E- 0.225VZ
3 57.5E 3 15.2E 3 1.36E 3 -21.275 2.3E 3
93:(D + CV) - 0.75VX
-13.5E
+ 0.225VZ
3 54.6E 3 14.4E 3 738.072 24.095 -61.257
94:(D + CV) - 0.75VX
-13.5E
- 0.225VZ
3 55.3E 3 15.2E 3 1.3E 3 48.543 -42.545
95:(D + CV) + 0.75VZ
-15.2E+ 0.225VX
3 55.2E 3 13.5E 3 114.199 -49.811 1.44E 3
96:(D + CV) + 0.75VZ
-14.4E- 0.225VX
3 54.5E 3 13.5E 3 97.579 -28.865 736.590
97:(D + CV) - 0.75VZ
-15.2E
+ 0.225VX
3 57.6E 3 16.1E 3 2E 3 31.685 1.5E 3
98:(D + CV) - 0.75VZ
-14.4E
- 0.225VX
3 56.9E 3 16.1E 3 1.98E 3 52.631 798.963
99:(.9D) + 0.75VX -14.7E
+ 0.225VZ3 51.2E 3 12.9E 3 688.519 -45.855 2.17E 3
100:(.9D) + 0.75VX-14.7E
- 0.225VZ
3 51.2E 3 12.9E 3 688.519 -45.855 2.17E 3
101:(.9D) - 0.75VX-14.7E
+ 0.225VZ
3 51.9E 3 13.7E 3 1.25E 3 -21.407 2.19E 3
 Job No Sheet No Rev
B0550 42 / 57 A

Part
Software licensed to DITECH SA
Job Title CALCULO ESTRUCTURAL Ref

By C.P Date08MAY07 Chd A.L.

Client P.D.V.S.A. File Date/Time
ESTRUCTURA_PORTANTE.std 08-May-2007 09:37

Reactions Cont...
Horizontal Vertical Horizontal Moment
Node L/C FX FY FZ MX MY MZ
(kg) (kg) (kg) (kg-m) (kg-m) (kg-m)
102:(.9D) - 0.75VX-14.7E
- 0.225VZ 3 51.9E 3 13.7E 3 1.25E 3 -21.407 2.19E 3
103:(.9D) + 0.75VZ-13.7E
+ 0.225VX3 49.5E 3 12E 3 9.247 -49.943 1.33E 3
104:(.9D) + 0.75VZ-13.7E
- 0.225VX3 49.5E 3 12E 3 9.247 -49.943 1.33E 3
105:(.9D) - 0.75VZ-12.9E
+ 0.225VX 3 48.9E 3 12E 3 -7.373 -28.997 624.664
106:(.9D) - 0.75VZ - -13E
0.225VX3 51.3E 3 14.7E 3 1.88E 3 52.499 687.037
110:(D + CV) + 0.75SX
-21.5E+ 0.225SZ
3 59.9E 3 12.8E 3 -257.231 -227.303 7.09E 3
111:(D + CV) + 0.75SX
-21.6E- 0.225SZ
3 63.7E 3 16.9E 3 2.65E 3 -107.620 7.19E 3
112:(D + CV) - 0.75SX
-8.07E + 0.225SZ
3 48.4E 3 12.7E 3 -550.686 110.440 -4.95E 3
113:(D + CV) - 0.75SX
-8.12E - 0.225SZ
3 52.2E 3 16.8E 3 2.35E 3 230.123 -4.85E 3
114:(D + CV) + 0.75SZ
-16.8E + 0.225SX
3 51.4E 3 8E 3 -3.75E 3 -248.724 2.76E 3
115:(D + CV) + 0.75SZ
-12.7E - 0.225SX
3 48E 3 7.96E 3 -3.84E 3 -147.400 -851.269
116:(D + CV) - 0.75SZ
-16.9E + 0.225SX
3 64.1E 3 21.6E 3 5.93E 3 150.220 3.09E 3
117:(D + CV) - 0.75SZ
-12.9E - 0.225SX
3 60.7E 3 21.6E 3 5.85E 3 251.543 -521.912
118:(.9D) + 0.75SX +-20E
0.225SZ
3 54.3E 3 11.3E 3 -362.183 -227.435 6.98E 3
119:(.9D) + 0.75SX --20E
0.225SZ
3 54.3E 3 11.3E 3 -362.183 -227.435 6.98E 3
120:(.9D) - 0.75SX-20.1E
+ 0.225SZ 3 58.1E 3 15.4E 3 2.54E 3 -107.752 7.08E 3
121:(.9D) - 0.75SX-20.1E
- 0.225SZ 3 58.1E 3 15.4E 3 2.54E 3 -107.752 7.08E 3
122:(.9D) + 0.75SZ-15.3E
+ 0.225SX3 45.8E 3 6.52E 3 -3.85E 3 -248.855 2.65E 3
123:(.9D) + 0.75SZ-15.3E
- 0.225SX3 45.8E 3 6.52E 3 -3.85E 3 -248.855 2.65E 3
124:(.9D) - 0.75SZ-11.2E
+ 0.225SX 3 42.4E 3 6.48E 3 -3.94E 3 -147.532 -963.194
125:(.9D) - 0.75SZ-11.4E
- 0.225SX 3 55E 3 20.1E 3 5.74E 3 251.412 -633.838

Reaction Summary
Horizontal Vertical Horizontal Moment
Node L/C FX FY FZ MX MY MZ
(kg) (kg) (kg) (kg-m) (kg-m) (kg-m)
Max FX 1 52:(D + 25%CV) - (4)X0.75SX
42.2E 3 +80.9E
0.225SZ
3 -17.1E 3 -3.03E 3 -656.127 -26.5E 3
Min FX 3 50:(D + 25%CV) +-41.8E
(4)X0.75SX
3 +80.9E
0.225SZ
3 -17.1E 3 -3.03E 3 617.162 25.2E 3
Max FY 3 54:(D + 25%CV) +-17.1E
(4)X0.75SZ
3 +83.1E
0.225SX
3 -41.8E 3 -19.7E 3 -708.817 3.59E 3
Min FY 4 5:SISMO Z (SZ) 98.427 -8.44E 3 -9.1E 3 -6.46E 3 -265.963 -219.571
Max FZ 2 57:(D + 25%CV) - (4)X0.75SZ
17.2E 3 - 83.1E
0.225SX3 42.1E 3 20.5E 3 -745.807 -3.68E 3
Min FZ 1 55:(D + 25%CV) + 17.2E
(4)X0.75SZ
3 -83.1E
0.225SX
3 -41.8E 3 -19.7E 3 705.981 -3.69E 3
Max MX 4 56:(D + 25%CV) - -17.1E
(4)X0.75SZ
3 +83.1E
0.225SX
3 42.1E 3 20.5E 3 748.644 3.58E 3
Min MX 3 54:(D + 25%CV) +-17.1E
(4)X0.75SZ
3 +83.1E
0.225SX
3 -41.8E 3 -19.7E 3 -708.817 3.59E 3
Max MY 2 55:(D + 25%CV) + 16.6E
(4)X0.75SZ
3 -32.4E
0.225SX
3 -12.5E 3 -18.3E 3 850.051 -2.36E 3
Min MY 2 56:(D + 25%CV) - (4)X0.75SZ
13.1E 3 +79.7E
0.225SX
3 42.1E 3 20.4E 3 -852.983 122.372
Max MZ 3 50:(D + 25%CV) +-41.8E
(4)X0.75SX
3 +80.9E
0.225SZ
3 -17.1E 3 -3.03E 3 617.162 25.2E 3
Min MZ 1 52:(D + 25%CV) - (4)X0.75SX
42.2E 3 +80.9E
0.225SZ
3 -17.1E 3 -3.03E 3 -656.127 -26.5E 3
 Job No Sheet No Rev
B0550 43 / 57 A

Part
Software licensed to DITECH SA
Job Title CALCULO ESTRUCTURAL Ref

By C.P Date08MAY07 Chd A.L.

Client P.D.V.S.A. File Date/Time
ESTRUCTURA_PORTANTE.std 08-May-2007 09:37

Vista en 3D de la estructura portante diseñada