Search the Community
Showing results for tags 'rcc design'.
Found 3 results
Dear fellows! I have observed that some senior engineers have not been using stiffness modifiers in their designs. What is the concept behind i am not clear . As we design RC for strength, section is cracked and to cater for this cracked section, property modifiers are used as per ACI 318-11 10.10.4 (stiffness requirement) ACI 318-11 8.7 (stiffness requirement) UBC97 1630.1.2 (modelling requirement) so why whole section is considered in design. is there any other logic which i couldn't understand. Regards
Structural engineer required in a consultants in clifton DHA karachi (opposite Ocean Mall) Engineer must having a valid pec registration. - should have skills on RCC design of multistory building structures - should have skills on design softwares ETABs, SAFE etc.. send your resume on email@example.com with subject "Applied for Structural Engineer"
Muntaha Abid Paracha posted a topic in Concrete Designwhat should we take as udl in designing of top slab ??