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Derive equations for shear and moment

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Reference no: EM13275653

1. Given the figure below,

calculate the reactions,
derive equations for shear and moment
draw the complete shearing force and moment diagrams,
and determine the magnitude and location of the maximum absolute value of the shearing force and bending moment.

1981_Design a wide flange.png

2. Given the figure below,

2418_Design a wide flange1.png

calculate the reactions.
derive equations for shear and moment
draw the complete shearing force and moment diagrams,
and determine the magnitude and location of the maximum absolute value of the shearing force and bending moment.

3. Design a wide flange, simply supported beam below so that the stress due to bending does not exceed that allowed by AISC for A36 steel.

44_Design a wide flange2.png

4. A plate is welded to structural tube to form the section shown below. Calculate the shear stress where the parts join as indicated. Maximum V = 10,000 lb.

2113_Design a wide flange3.png

Reference no: EM13275653

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