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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.
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I have a steel design assignment for my class that will be given to us on Friday at 6 pm and will be due at 10 pm. I was wondering if you guys would be able to help me with that?.
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