Provide complete solution: Check the determinacy of the beams and solve for the reactions at the supports using three equilibrium equations. Note: Pin connected at B. 600 N 400 N/m |B -2 m- -2 m- 2 m V (N) 1000 400 5 6 x (m) 2 -400 M (N-m) 200 +x (m) 5 2 4 -800 -2800

Provide complete solution: Check the determinacy of the beams and solve for the reactions at the supports using three equilibrium equations. Note: Pin connected at B. 600 N 400 N/m |B -2 m- -2 m- 2 m V (N) 1000 400 5 6 x (m) 2 -400 M (N-m) 200 +x (m) 5 2 4 -800 -2800

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

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

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Provide complete solution: Check the determinacy of the beams and solve for the reactions at the supports using three equilibrium equations.

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A load P is supported by a structure consisting of rigid bar ABC, two identical solid aluminum alloy [E = 73 GPa] rods (1), and a solid bronze [E = 105 GPa] rod (2). The aluminum rods (1) each have a diameter of 11 mm and a length of L1 = 1.5 m. They are symmetrically positioned relative to middle rod (2) and the applied load P. Bronze rod (2) has a diameter of 21 mm and a length of L2 = 0.8 m. If all bars are unstressed before the load P is applied, determine the normal stresses in the aluminum and bronze rods after a load of P = 76 kN is applied to the rigid bar.
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