5. A cantilever beam 5 m long is built up using two channels and a 30mm thick flat plate shown in the figure. Determine the total uniformly distributed load that can be carried along its entire length without exceeding a flexural stress of 120 MPa. Odd: C310x45

5. A cantilever beam 5 m long is built up using two channels and a 30mm thick flat plate shown in the figure. Determine the total uniformly distributed load that can be carried along its entire length without exceeding a flexural stress of 120 MPa. Odd: C310x45

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

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

Note: use the “odd” as a given and ignore the even figure

5.
A cantilever beam 5 m long is built up using two channels
and a 30mm thick flat plate shown in the figure. Determine the
total uniformly distributed load that can be carried along its entire
length without exceeding a flexural stress of 120 MPa.
Odd: C310x45

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Step 1: Determine the given data.

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Step 2: Determine the centroid about each sections.

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Step 3: Determine the centroid.

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Step 4: Determine the moment of inertia.

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Step 5: Determine the uniformly distributed load.

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