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State of Haryana - Section
Section 45 in Faridabad Complex Administration Building Rules, 1989
45. Thickness of walls. Sections 43(2) 57(2)(m).
- Where walls of buildings are constructed of bricks, stones,blocks or of other hard and incombustible material on horizontal beds of courses, every wall or part of a wall shall be so designed and constructed as to be capable of safely sustaining and transmitting the dead loading and the superimposed loading to which it may be subjected, calculated in accordance with Schedule II appended to these rules so far as it is applicable and the horizontal and inclined forces to which it may be subjected without undue settlement or deflection and without exceeding the intensity of pressure on the materials as given hereunder:-Maximum permissible uniformly distributed compressive stresses on walls with slenderness ratio of unity.| Cement | Line | Sand | Maximum stress in kg/ square centimetrecorresponding to bricks or crushing strength in Kg./squarecentimetre. | |||
| 35 | 70 | 105 | ||||
| 1 | .. | 3 | 3.5 | 7 | 10.5 | |
| 1 | .. | 4 | 3.5 | 7 | 10.0 | |
| 1 | 1 | 6 | 3.5 | 7 | 10.0 | |
| 1 | 2 | 9 | 3.5 | 5.5 | 8.5 | |
| 1 | .. | 6 | 3.5 | 5.5 | 5.5 | |
| 1 | 6 | 6 | 3.5 | 5.5 | 8.5 | |
| 1 | 3 | 12 | 2.5 | 5 | 7.0 | |
| -- | 1 | 2 | 2.5 | 5 | 7.0 | |
| -- | 1 | 1.5 | 2.5 | 4 | 5.5 |
| Burnt bricks in mud motors | 3 |
| Coursed rubble masonry (other than Ashler) in cement mortar(1:4) | 10 |
| Coursed rubble masonry (other than Ashler) in lime mortar 1:2or cement mortar 1:6 | 5 |
| Random rubble masonry in cement mortar 1:4 | 9 |
| Random rubble masonry in line mortar 1:2 or cement mortar 1:6 | 4.5 |
| Ashler masonry in cement mortar 1:3 with 1:3:6 mass concretebacking | 13 |
| Ashler masonry in line mortar 1:2 or cement mortar 1:6 with1:4:8 mass concrete backing | 6.5 |