Assertion A From consideration of structural soundness and economy of design most codes control the maximum slenderness ratio of masonry walls and columns.Reason R By controlling the maximum slenderness ratio failure is by excessive stress and not by buckling.Select your answer according to codes given below

Both A and R is true and R is the correct explanation of A

Both A and R is true but R is not the correct explanation of A

When the degree of saturation is zero the soil mass under consideration represents

two phase system with soil and air

two phase system with soil and water

Performance when the disk has failed

With which tables will you have to work? Does it make sense to create a VIEW first?

How often will this procedure actually be used?

Do you want to view data in the database (SELECT) insert new records (INSERT INTO) or do I want to change an existing record (UPDATE)?

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