Q4/ For the beam shown in Fig.2, if the modulus of elasticity (E) equal to 200 GPa, by using Moment- area method, the maximum rotation is 20KN/m 60mm 120mm 5m Fig.2 section

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A: The maximum bending stress in a girder due to this load is 85 MPa.

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Q: Answer in number 7 and 8.

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Q: Determine Stres

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Q: 2.36x178×106 1- 1 0.9x300x368²×30 Prequired 400 (1.18 30)

A: Given Data⇒

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Q: -150 mm 15 mm B C 150 mm -15 mm 15 mm - 100 mm·

A: given;

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Q: 200 mm В

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Q: what is part number 4

A: Solution:

Buckling of columns

The column is described as a vertical member of the structure that carries an axial compressive load, and buckling is a lateral deformation of the column under the application of load.