Truss Project

Dimensions & Loading Table

Case Number

Truss Height $"$H$"$ Panel Width $"$L$"$ Vertical Load $($kips$)$ Location of Applied

Load $($Joint$)18\text{'}-0"6\text{'}-0"102$ & $729\text{'}-0"7\text{'}-0"103$ & $6310\text{'}-0"8\text{'}-0"104$ & $3411\text{'}-0"9\text{'}-0"104$ & $7512\text{'}-0"10\text{'}-0"105$ & $668\text{'}-0"6\text{'}-0"204$ & $679\text{'}-0"7\text{'}-0"202$&$5810\text{'}-0"8\text{'}-0"204$ & $3911\text{'}-0"9\text{'}-0"204$ & $71012\text{'}-0"10\text{'}-0"205$ & $6$

Solve for case $5$

a$.$ Method of Sections

b$.$ Method of Joints