Submission Date: $10/01/2024$

Project Outline

Determine the vertical deflection at joint $C$ on the truss shown

TI

Material: Steel

Cross$-$sectional Area $($A$)$: $600m{m}^2$

Young's Modulus $($E$)$: $200$GPa

Geometry:

The Length of each member shown in the figure

Height of the truss: $4$ meters

Support conditions: Pinned at both ends

Loading:

A Joint load of at joint $H$ and $F=30KN$

A Joint load of at joint $G=60KN$