c. Consider the beam shown in Figure Q1c. For the loading shown determine: i. Discuss the type of beam. ii. The reaction force at A. Note: Values of q, p, x and y can be assumed. iii. The shear force at y/2 from Point B. iv. The shear force and bending moment at x/2 from point A. P pin f B A y→ X

c. Consider the beam shown in Figure Q1c. For the loading shown determine: i. Discuss the type of beam. ii. The reaction force at A. Note: Values of q, p, x and y can be assumed. iii. The shear force at y/2 from Point B. iv. The shear force and bending moment at x/2 from point A. P pin f B A y→ X

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

Laws of Equilibrium

A body is said to be in equilibrium if the system of forces acting on the body tends to keep the body at rest, in other words, there is no translation motion or net torque on the body. Under such conditions, the equilibrium conditions are to be applied to analyze the condition. The branch of mechanics that deals with this condition is known as 'statics'. Under equilibrium, there are no net forces on the body.

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Answer ASAP. I will rate Positively. Solve all parts

c. Consider the beam shown in Figure Q1c. For the loading shown determine:
i. Discuss the type of beam.
ii. The reaction force at A. Note: Values of q, p, x and y can be assumed.
iii. The shear force at y/2 from Point B.
iv. The shear force and bending moment at x/2 from point A.
A
9
Figure Olc
-y-
B

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