A rectangular beam 150 mm wide and 200 mm deep, is simply supported on a span of 6 m. Two loads of 5 kN each are applied to the beam, each load being 2 m from the supports as shown in the figures. The plane of loads make an angle of 30° with the vertical plane of symmetry. Find the direction of neutral axis and bending stress at a point marked 'X'. K 2 m P = 5 KN 2 m 6 m P = 5 KN 2 m olo 200 mm Y A 130% 150 mm P = 5 KN X Z

A rectangular beam 150 mm wide and 200 mm deep, is simply supported on a span of 6 m. Two loads of 5 kN each are applied to the beam, each load being 2 m from the supports as shown in the figures. The plane of loads make an angle of 30° with the vertical plane of symmetry. Find the direction of neutral axis and bending stress at a point marked 'X'. K 2 m P = 5 KN 2 m 6 m P = 5 KN 2 m olo 200 mm Y A 130% 150 mm P = 5 KN X Z

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

Plane and Space Trusses

In civil engineering, a truss is the most important structure that forms the most fundamental member of any building structure and commercial complexes. Trusses are composed of individual members or links that are interconnected by suitable joints, such as rivets, welds, or bolts, and nuts. In trusses, the interconnection leads to the formation of a series of triangles joined together such that all the triangular members behave as a single rigid body. In a simple truss, three members are connected to form a truss member. In trusses, the force always acts at the joints or the interconnection between the individual members.

Question

Solid mechanics

A rectangular beam 150 mm wide and 200 mm deep, is simply supported on a span of 6 m. Two
loads of 5 kN each are applied to the beam, each load being 2 m from the supports as shown in the
figures. The plane of loads make an angle of 30° with the vertical plane of symmetry. Find the
direction of neutral axis and bending stress at a point marked 'X.
K
2 m
P = 5 kN
2 m
6 m
P = 5 KN
2 m
200 mm
Y
A
30%
150 mm
P = 5 KN
X
-Z

Branch of science that deals with the stationary and moving bodies under the influence of forces.

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