From the truss shown, design all the tension members using an unequal leg angle with a b of 127mm and is bolted as shown. Use A36 steel and check for all the failures. 51.0000 45.0000 PDL = 150 KN PLL = 90 KN PLr = 60 kN -3.0 m 0000 190000 90 50.0000 80.0000 B A 50.0000 80.0000 -2.5 m -70.0000- 个 70.000 A 5.0 m ✈T

From the truss shown, design all the tension members using an unequal leg angle with a b of 127mm and is bolted as shown. Use A36 steel and check for all the failures. 51.0000 45.0000 PDL = 150 KN PLL = 90 KN PLr = 60 kN -3.0 m 0000 190000 90 50.0000 80.0000 B A 50.0000 80.0000 -2.5 m -70.0000- 个 70.000 A 5.0 m ✈T

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

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From the truss shown, design all the tension
members using an unequal leg angle with a b
of 127mm and is bolted as shown. Use A36
steel and check for all the failures.
51.0000
45.0000
PDL = 150 KN
PLL = 90 KN
PLr = 60 kN
-3.0 m
45.0000 51.0000
B
50.0000 80.0000- -70.0000
个
↑
80.0000
70.000
50.0000
-2.5 m-
A
-5.0 m
T

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