163) The mode of failure of a very short masonry member having h/t ratio of less than 4 is by
Answer is:
shear
Related Structural Engineering III MCQ with Answers
Answer is:
Both A and R are true and R is the correct explanation of A.
Answer is:
lateral restraint but not rotational restraint
Answer is:
(i), (ii) and (iii) are correct
Answer is: