Y = 94A = 2B = 1C = 9 Situation #1The compound beam is pin supported at C and supported by a roller at Aand B. There is a hinge (pin) at D. Determine the reactions at thesupports. Neglect the thickness of the beam.4 k30%it15 k. ftA D B0100-B ft-Ak4 ft 2 ftYk4-C ft-8 ft-Aft What is the moment at point D? (k-ft)What is the moment at a point A ft left of point C? (k-ft)What is the shear at a point (A + 4) ft left of point C? (k)What is the shear at a point (A + 8 + C/2) ft left of point C? (k)What is the moment at point C? (k-ft)

To find moment at point C,D, at point 2 ft from left of C

Answered: Y = 94 A = 2 B =

Engineering

Civil Engineering

Y = 94 A = 2 B =

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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Mechanics of Solids

It is the study of the behavior of solid materials, their characteristics under various circumstances such as variation in external forces, temperature, and other internal factors. It is one of most important study in the field of engineering science, especially chemistry and mechanical engineering. In rigid body, the idealization of the solid body in which deformation is neglected. Deformation is known as the force acting on the solid state system which exerts change in its shape of the body but it continues to be at rest or in a uniform motion but it cannot accelerate. But those solid systems do have elasticity, compressibility and can be bent. This field is very vast since there are wide range of materials around us.

Question

Y = 94

A = 2

B = 1

C = 9

Situation #1
The compound beam is pin supported at C and supported by a roller at A
and B. There is a hinge (pin) at D. Determine the reactions at the
supports. Neglect the thickness of the beam.
4 k
30%
it
15 k. ft
A D B
0100
-B ft-
Ak
4 ft 2 ft
Yk
4
-C ft-8 ft-Aft

What is the moment at point D? (k-ft)
What is the moment at a point A ft left of point C? (k-ft)
What is the shear at a point (A + 4) ft left of point C? (k)
What is the shear at a point (A + 8 + C/2) ft left of point C? (k)
What is the moment at point C? (k-ft)

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