Design of Masonry Structures
The timber floor not spanning on the masonry wall but properly anchored to the wall gives

Neither lateral nor rotational restraint
Lateral restraint but not rotational restraint
Both lateral and rotational restraints
Rotational restraint but not lateral restraint

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Design of Masonry Structures
Consider the following statements: The use of relatively weak mortar 1. Will accommodate movements due to loads and, cracking if any, and will be distributed as thin hair cracks which are less noticeable or harmful. 2. Will result in reduction of stresses due to differential expansion of masonry units.

1 alone is correct
Neither 1 nor 2 is correct
2 alone is correct
Both 1 and 2 are correct

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Design of Masonry Structures
Maximum slenderness ratio of load bearing walls for a dwelling having more than 2 storeys(i) Shall not exceed 12 if lime mortar is used(ii) Shall not exceed 18 if cement lime mortar 1 : 2 : 9 is used(iii) Shall not exceed 24 if cement mortar 1 : 6 is used

(i) and (ii) are correct
(ii) and (iii) are correct
(i) and (iii) are correct
(i) and (ii) and (iii) are correct

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