Use principles of steel solution. explain each stepSTEEL DESIGNBeam CD is simply supported at C and D.1. Compute the maximum bending stress of beam CD.2. By investigation, the beam CD has an allowable bending stress, Fb = 94MPa. To strengthen the beam, 2 cover plates of 10 mm thick are to beadded on the top and bottom flanges as shown in Figure ST - 903.3. Compute the required width of the cover plates.4. Compute the cut off point of the cover plates from each support at C and D. Problem 3: The floor of a building shown in Figure TH-332 is to be subjectedto the following loads:Given:Superimposeddead load = 3.8 kPaSuperimposed live load = 7.0 kPaCD and EF: W 310 x 86 kg/mAB, GH, AG, and BH: W 310 x 97 kg/mConcrete Slab thickness = 100 mm Problem 3: The floor of a building shown in Figure TH-332 is to be subjectedto the following loads:Given:Superimposeddead load = 3.8 kPaSuperimposed live load = 7.0 kPaCD and EF: W 310 x 86 kg/mAB, GH, AG, and BH: W 310 x 97 kg/mConcrete Slab thickness = 100 mm

Given data: The floor of building which is simply supported, Super imposed dead load=3.8 kPa Super…

Answered: Use principles of steel solution.…

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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Use principles of steel solution. explain each step

STEEL DESIGN

Beam CD is simply supported at C and D.

1. Compute the maximum bending stress of beam CD.

2. By investigation, the beam CD has an allowable bending stress, Fb = 94
MPa. To strengthen the beam, 2 cover plates of 10 mm thick are to be
added on the top and bottom flanges as shown in Figure ST - 903.

3. Compute the required width of the cover plates.

4. Compute the cut off point of the cover plates from each support at C and D.

Problem 3: The floor of a building shown in Figure TH-332 is to be subjected
to the following loads:
Given:
Superimposed
dead load = 3.8 kPa
Superimposed live load = 7.0 kPa
CD and EF: W 310 x 86 kg/m
AB, GH, AG, and BH: W 310 x 97 kg/m
Concrete Slab thickness = 100 mm

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