Section 26(1) in Haryana Municipal Building Bye-laws 1982

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State of Haryana - Subsection

Section 26(1) in Haryana Municipal Building Bye-laws 1982

(1)the foundations of every building shall be so constructed as to sustain the combined dead load of the building as well as the super imposed load and to transmit those loads to the sub-soil in such a manner that the pressure on the sub-soil shall not exceed the safe pressures specified below :-

		Safe allowable pressure in Metric Ton/sq. metres	At and beyond depths (in metres)
Soft wet pasty or muddy clay	...	54	2.5
...	1.5
Alluvial earth	...	5	0.5
Artificial filling	...	3	0.5
Loams (loose)	...	8	0.5
Loams (compact)	...	11	0.5
Sandy loam	...	16	0.75
Sandy loam	...	16	1.0
Sandy loam	...	8	0.5
Clay (loose)	...	11	0.75
Clay (compact)	...	8	0.5
Clay (compact)	...	11	0.75
Clay (compact)	...	16	1.0

For eccentric loads, the maximum safe allowable pressure may exceed the values given above by 10 per cent.

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State of Haryana - Subsection

Section 26(1) in Haryana Municipal Building Bye-laws 1982