True or False 1. As per AISC, the maximum slenderness limit for design of member

Question

True or False 1. As per AISC, the maximum slenderness limit for design of member in tension is 300. 2. Residual or locked-in stresses are those that exist in a steel member during the application of any external load. They are associated with plastic deformation that occurs during the manufacturing process. 3. Reinforcement for shrinkage and temperature stresses normal to flexural reinforcement are optional in structural slabs where as required for spandrel beams. 4. Structural and structural members shall be design to have the required strength calculated for the factored loads and forces in such combination as are stipulated in ACI code to be equal or greater to the design strength at all section. 5. Deformed wire for concrete reinforcement shall conform to ASTM A1060, except that wire shall not be smaller than size D-4 or larger than size D-31 unless as permitted.

Explanation / Answer

1.True

2.True

3.False

4. True

5. True

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