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how to calculate the circular beam reinforcement.its a helipad beam. Dia of bar 25 mm. if its consider any elongation?
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is load combination is necessary in staad pro design
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In Abutment walls (A1 side) why we are adopting fixed bearing (POT-PTFE)?
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what is the used civil engg?
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For plate load test why we are applying pressure 3 times the proposed allowable bearing pressure? Is there any supporting standards for this?
What is construction mitigation management?
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