A propped beam shown below is loaded with UDL along its entire span. Determine the following: (Mc) C. a. Determine the reaction (R) b.Determine the end moment at wall d. Determine the tangential deviation at point B with respect to point C (t B/C) Determine Өвс A 木 Im R 4kN/m Ţ 3M

A propped beam shown below is loaded with UDL along its entire span. Determine the following: (Mc) C. a. Determine the reaction (R) b.Determine the end moment at wall d. Determine the tangential deviation at point B with respect to point C (t B/C) Determine Өвс A 木 Im R 4kN/m Ţ 3M

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.

Question

A propped beam shown below is loaded
with UDL along its entire span.
Determine the following:
(Mc)
C.
a. Determine the reaction (R)
b.Determine the end moment at wall
d.
Determine the
tangential deviation at point B with respect to
point C (t B/C)
Determine Өвс
A
*
R
4kN/m
3M

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