thank you sir . now something is clear to me . I have little bit of confusion about this.
@teesa32532 жыл бұрын
Thank you for the helpful video. Please make a detailed video on spring constant calculations for shoring/piles. Also make a video on moment release for columns. I will appreciate
@bikisarkar82472 жыл бұрын
Bro, please make more vedio about plate modeling....
@ikhsanhjsirat46973 жыл бұрын
Thanks for the good explanation. Thanks bro...
@subodhchandraapal35273 жыл бұрын
Very easily understand sir.
@awadheshkumarmaurya28182 жыл бұрын
please make a video on manual calculation of bending moment of simple supp. slab vs plate modeling method. I have try but result differs between them as you told methology in this video.
@farhandanish58032 жыл бұрын
Very helpful make more videos on plate elements
@CIVILNIRMAN Жыл бұрын
Sure I will
@arunsingh-v8f10 ай бұрын
sir in staad we not get the shear force section in plate model.
@CIVILNIRMAN8 ай бұрын
Go to the Postprocessing workflow, Results -> Reports -> Principal stresses. SQX - This is the out-of-plane shear stress on the X face at the centroid of the element. SQY - This is the out-of-plane shear stress on the Y face at the centroid of the element. TMAX is maximum inplane shear stress
@oscarvaron43842 жыл бұрын
Not undestand result stresses Beam cantilever concrete in staadpro? Help
@grahameaston629711 ай бұрын
Observations for you to consider: 1. You erroneously kept referring to SX as shear force, which it is not in STAAD. SX is an in-plane axial stress in the plane of the element local x-axis. 2. The point load in the plate model should have been applied at the location of the neutral axis, not to the top surface, as has been done. 3. The bending moment from the plate model does not exactly match that obtained from the beam member because the method applied is approximate. In this example you need only have read off the peak axial stress, SX, at the extreme fibre and integrated this over half the height of the beam (doubling to account for equal stresses acting below the NA), giving a total bending moment, M = 2[SX.(h)^2]/12 which is the same as M = [SX.(h)^2]/6. This should give you the correct value.
@CIVILNIRMAN11 ай бұрын
hey thanks For the Observations, we can try and update the model and heck again