A. Shear B. Vertical tensile splitting C. Buckling D. Any of the above
Home/Civil Engineering (MCQs)/Design of Masonry Structures/The mode of failure of a very short masonry member having h/t ratio of less than 4 is by_____. Design of Masonry Structures The mode of failure of a very short masonry member having h/t ratio of less than 4 is by_____. A. Shear B. Vertical tensile splitting C. Buckling D. Any of the above Answer: Option A. Explanation: No answer description available for this question Show AnswerDiscussion
