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Mr. Shailendra Shrivastava, P.E., M.ASCE


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Posted By Shailendra Shrivastava 04-28-2025 10:55 AM
Found In Egroup: Professional and Career Topics
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Arth, In RCC traditionally we design structure as uncracked section and then check deflection as cracked section. Even in dynamic analysis we size the structure to remain uncracked. If you can develop some software to model cracked behavior that will be great. It may require non-linear analysis ...