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Define the term - permanent load
Where the permanent load is less than or equal to 25% of the design imposed load, deflections may be calculated using any elastic method. When permanent load is more than 25% vertical deflection limits for beams and slabs may generally be assumed to be satisfied provided that span to effective depth ratios are not greater than the values specified.
Pre-tensioning systems In the previous unit we have seen different steps in a pretensioning operation. Tendon wires or strands (formed as a rope type arrangement made of sever
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I. A horizontal 500 lb force acts at a point D of crankshaft AB which is held in static equilibrium by a twisting couple and by reactions at A and B. Knowing that the bearings are
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