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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.
confusion on shear force diagram, bending moment diagram
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meaning of scale factor
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