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Found 4 results

  1. Aslam o alikum every one, Dear seniors i am new to Etabs and i was designing a multi story plaza my beams and column failed i tried to revise the design by applying the bigger sections but still they don't satisfy These are the error i find in summery of designed section 1. For beams it says the shear stress due to shear force and torsion together exceeds maximum allowed 2. For columns it says reinforcing required exceeds the maximum allowed How can i revise the design and satisfy my sections. Kindly help me in it because increasing member size is not helping i am attaching my etabs project for your reference thank you. Plaza Design.rar
  2. RCC Design Without Modifiers

    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
  3. 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 consult.hiring2000@gmail.com with subject "Applied for Structural Engineer"
  4. what should we take as udl in designing of top slab ??
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