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The tapered, two-cell beam is subjected to a pure torque of 50,000 in-lb counter clockwise. The length of the beam (normal to the figure) is 100 in. The flange areas are 1 sq in and all wall thicknesses are 0.01 in. G = 4 mpsi. Calculate the shear flows at the wall (far end) and the total twist of the free end (near end).
Airport Pavement: Airport pavements can be: (a) Flexible, and (b) Rigid (cement concrete). Since cement concrete pavements have transverse and longitudi
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Evaluate secure axial load: A small piece of ISA (200 × 100 × 15) angle carries a compressive load, the line of action of which coincides along the intersection of the middle
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Calculate the maximum and minimum stress: A cast iron column of 200 mm diameter carries a vertical load of 400 kN, at a distance of 50 mm from the centre. Calculate the maximu
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