1-10. Determine the resultant internal normal force acting on the cross section at point A in each column. In (a) segment BC weighs 180 lb/ft and segment CD weighs 250 lb/ft. In (b) the column has a mass of 200 kg/m. 10 ft 4 ft 8 in. 4 ft 5 kip 3 kip 3 kip C (a) B 8 in. A 200 mm 6 kN 200 mm 4.5 KN A 18 kN 200 mm D 3m 200 mm 4.5 kN (b) 1m

1-10. Determine the resultant internal normal force acting on the cross section at point A in each column. In (a) segment BC weighs 180 lb/ft and segment CD weighs 250 lb/ft. In (b) the column has a mass of 200 kg/m. 10 ft 4 ft 8 in. 4 ft 5 kip 3 kip 3 kip C (a) B 8 in. A 200 mm 6 kN 200 mm 4.5 KN A 18 kN 200 mm D 3m 200 mm 4.5 kN (b) 1m

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

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

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Please answer the following question in the picture make sure to draw a free-body diagram and show every step you make, THANK YOU SO MUCH FOR YOUR HELP!

1-10. Determine the resultant internal normal force acting on the cross section at
point A in each column. In (a) segment BC weighs 180 lb/ft and segment CD
weighs 250 lb/ft. In (b) the column has a mass of 200 kg/m.
10 ft
3 kip
4 ft
8 in.
4 ft
(a)
5 kip
B
8 in.
3 kip
A
200 mm
6 kN
200 mm
4.5 kNL
A
18 kN
200 mm
5 kN
E
200 mm
4.5 kN
D
3m
(b)
1m

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