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Diaphragm
Shahzad Khan reacted to Ayesha for a topic
Diaphragm is explained above and you should be able to relate it based on the discussion.1 point -
Truss Structure is unstable or Ill-Conditioned
UmarMakhzumi reacted to Nustian371 for a topic
Check your frame releases. You can't release all the members with M22. Your major axis moment behaviour is different than the minor axis. run the model and also your column connection to the truss should be modelled as pin connection as your layout and model suggests.1 point -
Hook in Stirrups
UmarMakhzumi reacted to ILYAS for a topic
because research through lab experiment (testing of beam /column) proved that 135 degree is more effective than any other angle.1 point -
Post Tension Slab Design using ETABS 2016
Ayesha reacted to Nustian371 for a topic
See attached it will help you. PCI-Manual-for-the-Design-of-Hollow-Core-Slabs-and-Walls--3rd-Edition-MNL126-15.pdf1 point -
Diaphragm
Nustian371 reacted to UmarMakhzumi for a topic
I havent tried it but I guess Etabs wont do any calcs related to seismic distribution. Also, center of mass and rigitity calculations are purley based on diaphragm assignment.1 point