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
		A. shear
B. vertical tensile splitting
C. buckling
D. any of the above
		A. 1.OH and 1.OH
B. 1.5Handl.5H
C. 2.0Handl.5H
D. 2.0H and 2.0H
where H is the height of wall or column between centers of supports.
		Select your answer based on the codes given below Codes?
A. Both A and R are true and R is the correct explanation of A.
B. Both A and R are true but R is not a correct explanation of A.
C. A is true but R is false.
D. A is false but R is true
		A. 1.2
B. 1.4
C. 1.6
D. 2.0
		Select your answer according to the codes give below.
A. Both A and R are true and R is the correct explanation of A.
B. Both A and R are true and R is not the correct explanation of A.
C. A is true but R is false.
D. A is false but R is true.
		A. 5 cm
B. 7.5 cm
C. 10 cm
D. 15 cm
		Select your answer according to codes given below.
A. Both A and R are true and R is the correct explanation of A.
B. Both A and R are true but R is not .the correct explanation of A.
C. A is true but R is false.
D. A is false but R is true.