1.) Draw the FBD of each section2.) Compute the bar forces up to member U3L33.) Get the Length, Bar Force, and Type of Force and put them in a format of Tabulation. 500lbLoRAV1000lbU₁L₁1000lbU₂L₂1000lbU3L31000lbU4L46 panels at 10' = 60 ft1000lbU5L5500lbL6RBvh=20ft

Answer Since the given truss is loaded symmetrically we get equal reactions RAV =RBV = Total…

Answered: Draw the FBD of each section 2.)…

Draw the FBD of each section 2.) Compute the bar forces up to member U3L3 3.) Get the Length, Bar Force, and Type of Force and put them in a format of Tabulation.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Loads and Reactive Forces

Loads are the external influences that a beam experiences under its working conditions. For instance, a beam may be subjected to shear loads, twisting loads, bending moment, and axial loads during its working conditions. Engineers primarily deal with beams and trusses in the civil engineering domain. Due to the influence of loads, it is very crucial to determine the induced stresses and deformation values. These values give an insight into the critical area of the beam that needs to be worked upon to make it fail-safe.

Question

1.) Draw the FBD of each section

2.) Compute the bar forces up to member U₃L₃

3.) Get the Length, Bar Force, and Type of Force and put them in a format of Tabulation.

500lb
Lo
RAV
1000lb
U₁
L₁
1000lb
U₂
L₂
1000lb
U3
L3
1000lb
U4
L4
6 panels at 10' = 60 ft
1000lb
U5
L5
500lb
L6
RBv
h=20ft

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