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Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Calculate the vertical deflection of point B and the horizontal movement at D shown in the figure. Consider that all the elements of the truss are linearly elastic and have sectional areas of 1800mm2. Also consider an E of 200,000N/mm2. Add the calculation process of solving the problem step by step and complete the table accordingly.
L | F | FB | ∂FB / ∂PB | FD | ∂FD/∂PD | |
AE | - 2√2/3 PB | -2/3 √2 | ||||
EB | ||||||
EF | ||||||
AB | ||||||
BC | ||||||
CD | ||||||
BF | ||||||
FD | ||||||
FC |
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