A. 0.4 kg/cm2
B. 0.7 kg/cm2
C. 1.0 kg/cm2
D. 1.2 kg/cm2
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Related Mcqs:
- Assertion A : For identical strength, a composite cement-lime mortar is preferred over cement mortar. Reason R : Composite cement-lime mortar has higher drying shrinkage than cement mortar_____________?
- 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...
- For masonry built in 1:1:6 cement-lime-sand mix mortar or equivalent, the horizontal shear stress permissible on the area of a mortar bed joint is_______________?
- A. 0.15 MPa B. 0.125 MPa C. 0.1 MPa D. 0.075 MPa...
- The bending stress in a wall or column subjected to effective vertical load need not be considered, if the eccentricity ratio is_________________?
- A. less than or equal to 1/24 B. less than or equal to 1/6 C. more than 1/24 D. less than or equal to 1/12...
- Assertion A : Lime based mortars give higher ratio of brickwork strength to mortar strength as compared to non-lime mortar. Reason R : Lime based mortars have lower bond strength as compared to non-lime mortars?
- Select your answer according to the 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...
- If H is the height of wall between centers of supports, then the effective height of wall where concrete floors have a bearing on wall irrespective of the direction of span will be________________?
- A. 0.75 H B. 0.85 H C. 1.0 H D. 1.5 H...
- A free standing brick wall 20 cm thick is subjected to a wind pressure of 75kg/m2. The maximum height of wall from stability consideration is___________________?
- A. 0.64 m B. 0.96 m C. 1.28 m D. 1.5 m...
- If the eccentricity ratio is more than 1/24, then increase in the permissible stress in the design of wall subjected to eccentric loading as per code is_________________?
- A. 10% B. 25% C. 33 1/3% D. 50%...
- Assertion A : Limiting value of slenderness ratio for a column is less than that of a wall. Reason R : A column can buckle around either of the two horizontal axes while a wall can buckle around only one axis.
- Select your answer according to the 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...
- If the horizontal cross-sectional area of a wall is 1200 cm2, then the basic stress shall be multiplied by a reduction factor equal to________________?
- A. 0 6 B. 0.75 C. 0.85 D. 0.95...
- A 200 mm thick brick masonry wall made of modular bricks carries an axial load of 30 kN/m from wall above and an eccentric load of 20 kN/m from RCC floor acting at a distance of 47.5 mm from the centre line of the wall. The resultant eccentricity ratio is A. B. C. D. ?
- A.090 B.095 C.100 D.105...
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