Memoria de calculo de una estrcutura panoramica

Solo disponible en BuenasTareas
  • Páginas : 16 (3865 palabras )
  • Descarga(s) : 0
  • Publicado : 4 de octubre de 2010
Leer documento completo
Vista previa del texto
ARQ LUIS HERNESTO DOMINGUEZ RIOS
Software licensed to ARIES Job Title

Job No

Sheet No

Rev

1
Part Ref By

1

A

STARBUCKS UNIVERSIDAD

AJCG

Date03-SEP-05

Chd

JRLG

Client

CAFÉ SIRENA S. DE R.L. DE C.V.

File

Date/Time P1001-MC-IC-A1-002-RA.std

21-Apr-2010 01:03

Job Information
Engineer Name: Date: Comments Diseño por viento de letrero panoramico, deStarbucks Sucursal Las Americas, Monterrey, Nuevo Leon SPACE FRAME 3 2 Highest Node Highest Beam 2 8 3 2 AJCG 03-SEP-05 Checked JRLG 05-SEP-05 Approved LHDR 08-SEP-05

Structure Type Number of Nodes Number of Elements

Number of Basic Load Cases Number of Combination Load Cases Included in this printout are data for: All The Whole Structure

Included in this printout are results for loadcases: Type L/C Primary Primary Combination Combination Combination Combination Combination Combination Combination Combination 1 3 4 5 6 7 8 9 10 11

Name

VIENTO NORMAL MUERTA GENERATED AISC GENERAL 1 GENERATED AISC GENERAL 2 GENERATED AISC GENERAL 3 GENERATED AISC GENERAL 4 GENERATED AISC GENERAL 5 GENERATED AISC GENERAL 6 GENERATED AISC GENERAL 7 GENERATED AISC GENERAL 8

Print Time/Date:21/04/2010 01:32

STAAD.Pro for Windows Release 2007

Print Run 1 of 15

ARQ LUIS HERNESTO DOMINGUEZ RIOS
Software licensed to ARIES Job Title

Job No

Sheet No

Rev

1
Part Ref By

2

A

STARBUCKS UNIVERSIDAD

AJCG

Date03-SEP-05

Chd

JRLG

Client

CAFÉ SIRENA S. DE R.L. DE C.V.

File

Date/Time P1001-MC-IC-A1-002-RA.std

21-Apr-2010 01:03

3D RenderedView

Nodes
Node 1 2 3 X (m) 0.000 0.000 0.000 Y (m) 0.000 11.375 13.750 Z (m) 0.000 0.000 0.000

Beams
Beam 1 2 Node A Node B 1 2 2 3 Length (m) 11.375 2.375 1 1 Property β (degrees) 0 0

Section Properties
Prop 1 Section PIPX120 Area (cm2) 123.871 Iyy (cm4) 15.1E 3 Izz (cm4) 15.1E 3 J (cm4) 30.1E 3 STEEL Material

Materials
Mat 1 2 3 STEEL ALUMINUM CONCRETE Name E (kN/mm2) 205.00068.948 21.718 0.300 0.330 0.170 ν Density (kg/m3) 7.83E 3 2.71E 3 2.4E 3 α (1/° K) 12E -6 23E -6 10E -6
Print Run 2 of 15

Print Time/Date: 21/04/2010 01:32

STAAD.Pro for Windows Release 2007

ARQ LUIS HERNESTO DOMINGUEZ RIOS
Software licensed to ARIES Job Title

Job No

Sheet No

Rev

1
Part Ref By

3

A

STARBUCKS UNIVERSIDAD

AJCG

Date03-SEP-05

Chd

JRLGClient

CAFÉ SIRENA S. DE R.L. DE C.V.

File

Date/Time P1001-MC-IC-A1-002-RA.std

21-Apr-2010 01:03

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

Releases
There is no data of this type.

Basic Load Cases
Number 1 3 Name VIENTO NORMAL MUERTA

Combination Load Cases
Comb. 4 5 6 7 8 9 10 11 Combination L/CName GENERATED AISC GENERAL 1 GENERATED AISC GENERAL 2 GENERATED AISC GENERAL 3 GENERATED AISC GENERAL 4 GENERATED AISC GENERAL 5 GENERATED AISC GENERAL 6 GENERATED AISC GENERAL 7 GENERATED AISC GENERAL 8 Primary 3 3 1 3 3 1 3 3 1 3 3 MUERTA MUERTA VIENTO NORMAL MUERTA MUERTA VIENTO NORMAL MUERTA MUERTA VIENTO NORMAL MUERTA MUERTA Primary L/C Name Factor 1.00 1.00 1.00 1.00 1.00 0.75 1.00 0.601.00 0.60 0.60

Node Loads : 1 VIENTO NORMAL
Node 2 3 FX (kg) FY (kg) FZ (kg) -290.000 -775.000 MX (kg-m) MY (kg-m) 87.000 MZ (kg-m) -

Node Loads : 3 MUERTA
Node 3 FX (kg) FY (kg) -1E 3 FZ (kg) MX (kg-m) MY (kg-m) MZ (kg-m) -

Print Time/Date: 21/04/2010 01:32

STAAD.Pro for Windows Release 2007

Print Run 3 of 15

ARQ LUIS HERNESTO DOMINGUEZ RIOS
Software licensed to ARIES JobTitle

Job No

Sheet No

Rev

1
Part Ref By

4

A

STARBUCKS UNIVERSIDAD

AJCG

Date03-SEP-05

Chd

JRLG

Client

CAFÉ SIRENA S. DE R.L. DE C.V.

File

Date/Time P1001-MC-IC-A1-002-RA.std

21-Apr-2010 01:03

Selfweight : 3 MUERTA
Direction Y Factor -1.000

Beam Force Detail Summary
Sign convention as diagrams:- positive above line, negative below line except Fx...
tracking img