Scienza delle costruzioni - Relazione di calcolo Straus

Corso di Laurea in Ingegneria Edile-Architettura

Laboratorio di Scienza delle Costruzioni: Relazione di Straus7

Docente: Simoni Luciano

Studente:

Struttura:

Dati:

q= 10 N/mm

l= 1000 mm

Sezione:

a Materiale: acciaio

Modulo di Young (E): 200000 MPa

Modulo di Poisson (γ): 0.25

Sezione quadrata:

a= 50 mm

s= 2mm

Risultati elaborati dal programma:

*Solution commenced on 13/07/2016 at 16:53:36

Straus7 [2.4.6][Solver Build: 24141222] (32-Bit)

Analysis type: Linear Static

Computer name: PC-051

User logon name:

CPU: Intel(R) Xeon(R) CPU E3-1240 v5 @ 3.50GHz

Usable physical memory: 4.0 GB

Usable virtual memory: 3.0 GB

Model file: "E:\STRAUS7\Mesh1.st7"

Result file: "E:\STRAUS7\Mesh1.LSA"

Scratch path: "C:\Users\Straus7\Tmp\"

Totals:

Nodes: 6

Beams: 5

Plates: 0

Bricks: 0

Links: 0

Solver units:

Length: mm

Mass: t

Force: N

Stress: MPa

Freedom case: "Freedom Case 1"

Load cases: "Load Case 1"

Storage scheme: Sparse

Sorting method: AMD

Solution type: Direct

Number

OF EQUATIONS : 12

MATRIX FILL-IN : 0.0%

MATRIX SIZE : < 1 KB

OPTIMUM RAM NEEDED : 64.0 KB

FREE SCRATCH SPACE : 125.6 GB

*WARNING[237]:Default freedom conditions appear to be over-constrained - one or more elements may require additional freedom.

SUMMATION OF APPLIED LOADS (Name: "Load Case 1")

Total

Vector

SUMMATION OF MOMENTS OF APPLIED LOADS ABOUT THE ORIGIN [Load Vector]

Reducing 12 Equations (Using 64.0 KB RAM)...

MAXIMUM PIVOT : 2.355248E+08 (Node 5 RZ)

MINIMUM PIVOT : 8.058847E+01 (Node 3 DY)

Results for 1 Load Case...

DIRECT SUMMATION OF

NODE REACTION FORCES
Case FX FY FZ MX MY MZ Name
1 -1.00000E+04 2.00000E+04 0.00000E+00 0.00000E+00 0.00000E+00 1.00000E+07 "Load Case 1"
TOTAL CPU TIME : 0.094 Seconds
*Solution completed on 13/07/2016 at 16:53:36
*Solution time: 1 Second
SUMMARY OF MESSAGES
*Number of Notes : 0
*Number of Warnings : 1
*Number of Errors : 0
DEFORMATA (20%):
Sulle aste: