1. The distributed load shown is supported by a T-beam shown. Determine the maximum safe value of w that will not exceed a flexural stress in tension of 8Mpa and in compression of 11.5 MPa or a shearing stress of 1.8MPa. Analyze both the maximum positive and maximum negative moments. Solve for the INA of the section shown. 150 mm 2m ODD: 5m EVEN: 7M 25 mm 130 mm obD:180 mm EVEN: 200 mm .

1. The distributed load shown is supported by a T-beam shown. Determine the maximum safe value of w that will not exceed a flexural stress in tension of 8Mpa and in compression of 11.5 MPa or a shearing stress of 1.8MPa. Analyze both the maximum positive and maximum negative moments. Solve for the INA of the section shown. 150 mm 2m ODD: 5m EVEN: 7M 25 mm 130 mm obD:180 mm EVEN: 200 mm .

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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British Gravitational Bg System Of Units

Measuring is the comparison of a particular physical quantity with its reference value. A unit is a fixed physical quantity. The length is a physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with. 

Question

Solve the given problems below.

1.The distributed load shown is supported by a T-beam shown. Determine the
maximum safe value of w that will not exceed a flexural stress in tension of 8Mpa
and in compression of 11.5 MPa or a shearing stress of 1.8MPa. Analyze both
the maximum positive and maximum negative moments. Solve for the INA of the
section shown.
150 mm
2m
ODD: 5m
EVEN: 7M
25mm
130 mm
obD: 180 mm
EVEN: 200 mm

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Step 1: Introducing given data

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Step 2: Calculate reactions

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Step 3: Calculate SF & BM

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Step 4: Draw SFD & BMD

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Step 5: Calculate moment of inertia & stresses

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Step 6: For negative BM

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Step 7: For positive BM

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Step 8: For shearing stress

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