About

People

Users

Heat Transfer

SIFBuilder

Command manual

Examples

Developers

Documents

Q&A

Simple truss


Introduction

Figure E.10-1 A steel truss of height 1000 mm and 2000 mm wide has been loaded with 200kN load and then subjected to a temperature load of 8000C.

Downloading the Example package Here


Loading and boundary conditions

Figure E.10-1: Truss model

The truss members are made up of section with dimensions 20 x 20mm. Please see the .tcl for nodal data and material properties.

Plot showing the deflections

Figure E.10-2: Plot showing the deflection of the top node against temperature

This page is created by D.V.V. Ramakanth, 2019