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Minimum length of stiffening wall shall be
The timber floor not spanning on the masonry wall but properly anchored to the wall gives
If H is the height of wall between centres of supports, then the effective height of wall where concrete floors have a bearing on wall irrespective of the direction of span will be
Direct load carrying capacity of a brick masonry wall standing freely as against when it supports RC slab will be
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
For masonry work with solid bricks, consistency of mortar should be
The effective height of free standing non load bearing wall and column respectively will be
Minimum thickness of stiffening wall for 1 to 3 storey's shall not be less than Minimum thickness of stiffening wall for 1 to 3 storey's shall not be less than
Rich cement mortars are more liable to cracking as compared to lean mortars because rich mortars have Rich cement mortars are more liable to cracking as compared to lean mortars because rich mortars have
In a cavity wall, both leaves of which are load bearing, the effective thickness is taken as