GLOSSARY ENTRY (DERIVED FROM QUESTION BELOW) | ||||||
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10:04 Aug 13, 2002 |
Italian to English translations [PRO] Tech/Engineering / concrete | ||||
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| Selected response from: Sarah Ponting Italy Local time: 14:20 | |||
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Summary of answers provided | ||||
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5 | vedi sotto |
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4 | resistance corrsponding to the load-bearing capacity |
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resistance corrsponding to the load-bearing capacity Explanation: - |
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vedi sotto Explanation: ....when it meets the required load capacity for this project. -------------------------------------------------- Note added at 2002-08-13 17:17:34 (GMT) -------------------------------------------------- Live Load Rating: Clause 5.20. Bending Capacity of Concrete Slab = 825 kNm (per metre width) Assessment Load Mid Span Moment = 1264 kNm (584 dead + 680 live) Live Load Capacity of Concrete Slab = 825 - 584 = 241 kNm Hence Max Allowable K = 241 / 680 = 0.35 Clause 5.22. Fig 5/2 Assuming worst condition using Hp category Loaded length = 12m hence: http://www.childs-ceng.demon.co.uk/work/bd21.html |
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