PROGRAM INFO / LIMITATIONS:
( Actual program is available in Super Civil CD )
| concrete grade | M10 | M15 | M20 | M25 | M30 | M35 | M40 |
| tensile stress {n/mm2} | 1.2 | 2.0 | 2.8 | 3.2 | 3.6 | 4.0 | 4.4 |
3 x wall thickness
450 MM.
| DESIGN
OF RING BEAM/WALL AS PER IS:456-2000 PROGRAM INFO / LIMITATIONS: ( Actual program is available in Super Civil CD ) |
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| Working stress method is used in design of ring wall foundation. | ||||||||||||||||
| For members in direct tension when full tension is taken up by reinforcement alone, the tensile stress in concrete shall not be greater than the following. | ||||||||||||||||
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| Minimum thickness of wall is considered as 150 MM. | ||||||||||||||||
| Wind / seismic loads shall be carried by ring foundation alone. | ||||||||||||||||
| Minimum horizontal steel shall be 0.20 %. | ||||||||||||||||
| Minimum vertical steel shall be 0.12 %. | ||||||||||||||||
| Spacing
of bars shall not exceed the least of following. 3 x wall thickness 450 MM. |
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| Lap length for horizontal bars shall be 2 x Ld for tension. | ||||||||||||||||
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