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A steel beam of I section is 300mm deep. Each flange is 200mm wide and 50mm thick. The web is 50mm thick. The section is subjected to a shear force 14KN. Suggest an alternative rectangular section of the same material so that the maximum shearing force is produced due to the same shear force. The width of rectagular section is two-thirds the depth.
Package Design Brief: Assume you are the packaging engineer for a large consumer products company. In this company, the Packaging Design Briefs are initiated by the marketing group and forwarded to the Package Engineering group.
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Determine maximum total bending moment (static plus dynamic) of the beam under steady-state conditions.
Determine the magnitude of the horizontal and vertical components of the force of the water on the gate.
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