There is 80 ft high sign board tower which is conisiting 1/2" thick & varying 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 not more than 102 KM/hr and there is dry clay soil in main city area where many multi story buildings are already existing. Your comments will be highly appreciated. Regards
Red Flag Submitted
Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action.
Reply To This Thread
Posting in the Eng-Tips forums is a member-only feature.
As the semiconductor industry races to keep pace with Mooreâ€™s Law, which regards the doubling of transistors per square inch on integrated circuits, lithography hardware systems are not always able to provide a quality image for creating circuits. Download Now
Current integrated circuit (IC) designs are complex, which can result in different voltages being located close to one another. To prevent time dependent dielectric breakdown (TTDB), it is essential to incorporate space rules within IC design. Download Now