mahesar
Civil/Environmental
- Jul 10, 2001
- 3
There is 80 ft high sign board tower which is conisiting varying 1/2" thick & 2.5 (Average) Dia MS steel pipe with total weight of about 4.2 Tons.While the bearing capacity of soil is upto 0.9 tons/sft , one have designed 8 Nos 40 ft deep & 2 ft dia Reinforced concrete pile foundations for the said tower.Is there any alternative design to confirm the value engineering.However a wind pressure is minimal.
Regards
Mahesar
Regards
Mahesar