Sir, As you mentioned while using Coefficient Method we can overlook the two way action happening and only consider one way action. Arent we underestimating the load for the rest two beam when we consider one way action while it can be two way? How using coefficient method will be conservative?
Overall stiffness of beam and slab comes with the presence of reinforcement only. But when you're designing an element, you have no result of reinforcement area...otherwise there was no need of even designing it.
sir plz make a series of post tension flat slab and detailed specifications of pt tendons as per code
VERY INFORMATIVE
sir, please explain strip method for design of slabs in ETABS.
great video sir
can you make a video about column and beams design. like the one you made for shear wall in the treamed video
thanks.
what may be that costly software for stiffness methods ?
Any FEM software is costly if we see from the perspective of an individual.
can suggest a few?
Sir, As you mentioned while using Coefficient Method we can overlook the two way action happening and only consider one way action. Arent we underestimating the load for the rest two beam when we consider one way action while it can be two way? How using coefficient method will be conservative?
Distribution not only depends on the beam stiffness but it also depends upon the reinforcement provided in slab too
Overall stiffness of beam and slab comes with the presence of reinforcement only. But when you're designing an element, you have no result of reinforcement area...otherwise there was no need of even designing it.
What are the loads acting on it
Here the self weight is being considered with a a distributed live load
If check the displacement of the beam and slab when it's within the limits then the behaviour would similar.
How to model it