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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.
This is more likely in to Aerospace engineering.. So if there's anyone whose doing his/her major or have any skills regarding that field please help me with this problem. :) a)
where we can overlap steel in columns if we use 50 or 60 bar diameter as overlap length.
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