pile cap design
Discy Latest Questions
Good afternoon, I saw this structural design software in your front page. Which software is this, and ...Read more
Good afternoon, I saw this structural design software in your front page. Which software is this, and ...Read more
Salam Sir. Sir when we are going to define slab section in etabs then we should be sellect slab property either thin , thick or Shell . Sir my quiestion is that which one will be sellected for fram concrere structure and ...Read more
In a 3D finite element model, with plates and beams. Does Etabs design the beam as a T-Beam in the sagging moment or as a rectangular beam? How can you get Etabs to design a T-beam for sagging moment and ...Read more
In a 3D finite element model, with plates and beams. Does Etabs design the beam as a T-Beam in the sagging moment or as a rectangular beam? How can you get Etabs to design a T-beam for sagging moment and ...Read more
PRAVEENBeginer
can we find Response reduction factor using Time history non linear analysis. if then what is the procedure.
As-Salaam Aleikum to all. My question is. If we modeling ribbed slab in the beam-column frame system in etabs. then what stiffness modifier factor for ribbed slab for getting design results…?
DilipBeginer
In slab beam raft which is inverted T-beam, is the moment displayed in the column strip passing along the rib beam for use in the design of longitudinal reinforcement of beam or for the distribution steel of slab?