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Found 5 results

  1. Should you design the beams connecting to a shear wall in a two way slab system having beams (both internal and external) incorporating overstrength factor?
  2. Why always Design System Rho and Sds are 1 and 0.5 in etabs 2016. Design > Concrete frame design > View/Revise Preferences. In etabs 9.7.1, Rho valuse is calculated from include special seismic design data option. Sds is easy to calculate but rho is not easy to calculate with hand calculation.
  3. Assalam o alaikum, i m confused whether collectors and chords are only required in Flat plates/slabs or also required in beam slabs? because in beam slab we are having beams at perimeter of every panel and they can act as chords and for diaphragm bending and as collectors at junction of slab t...
  4. Dear Friends Salam I need help on the designing of a building structure. I have two existing stories of RC built in 70's. New structure is going to be built on its roof i.e one story. This new extension will be cold-form or hot rolled or mixed. I have some problems in defining EQ data form....
  5. As salam alaikum, Dear all I am designing a B+G+5 building, I would like to know which structural system to use for such structure. I have to take overstrength factor value® from UBC-97 code. What are the basic concept to decide structural system. Thanx.
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