Problem No. 3) Required: Note: VERTICAL GRID is equal to 1 meter, and HORIZONTAL GRID is 2.0 m. All loads are in Newtons. All members are 900 mm². 1) determine if the structure is statically determinate 2) compute for the reactions at left and right support 3) compute all the forces acting on each member of the structure 4) Determine stresses on members AB, CD, EF, DL, LE, FO, CJ, PI, NO, LM

Problem No. 3) Required: Note: VERTICAL GRID is equal to 1 meter, and HORIZONTAL GRID is 2.0 m. All loads are in Newtons. All members are 900 mm². 1) determine if the structure is statically determinate 2) compute for the reactions at left and right support 3) compute all the forces acting on each member of the structure 4) Determine stresses on members AB, CD, EF, DL, LE, FO, CJ, PI, NO, LM

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

Problem No. 3) Required: Note: VERTICAL GRID is equal to 1 meter,
and HORIZONTAL GRID is 2.0 m. All loads are in Newtons. All members
are 900 mm?.
1) determine if the structure is statically determinate
2) compute for the reactions at left and right support
3) compute all the forces acting on each member of the
structure
4) Determine stresses on members AB, CD, EF, DL, LE, FO, CJ,
PI, NO, LM
10.0
10.0
10.0
45.0003.000°
10.0
10.0
45.000
45.000
10.0
10.0
45.000
45.000
P
63.435°
71.565°
71.565
63.435
45.003.000
45.0008.000
A
в
D
E
F
G
H

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