Problem 1: A W 410 x 100 is used as a girder to span 9 m on fixed supports at both ends. It carries beam support reaction of 82 kN at each third points. Compute the following: 1. Compute the maximum bending stress of the beam. 2. Compute the maximum web shear stress of the beam. 3. Compute the maximum horizontal shear stress of the beam. 4. Compute the maximum deflection of the beam due to all its load to include its own weight.

Structural Analysis
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Chapter2: Loads On Structures
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a w 410x100 is used as a girder to span 9m on fixed supports at both ends. it carries beam support reaction of 82kn at each third points.

Problem 1: A W 410 x 100 is used as a girder to span 9 m on fixed supports
at both ends. It carries beam support reaction of 82 kN at each third points.
Compute the following:
1. Compute the maximum bending stress of the beam.
2. Compute the maximum web shear stress of the beam.
3. Compute the maximum horizontal shear stress of the beam.
4. Compute the maximum deflection of the beam due to all its load to include
its own weight.
Transcribed Image Text:Problem 1: A W 410 x 100 is used as a girder to span 9 m on fixed supports at both ends. It carries beam support reaction of 82 kN at each third points. Compute the following: 1. Compute the maximum bending stress of the beam. 2. Compute the maximum web shear stress of the beam. 3. Compute the maximum horizontal shear stress of the beam. 4. Compute the maximum deflection of the beam due to all its load to include its own weight.
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