Which off the following will be a remedy to web crippling?
(a) spreading load over small portion of flange
(b) provide stiffeners which bear against flanges at load points
(c) provide web of small thickness
(d) web crippling cannot be prevented
I had been asked this question during an online exam.
My question is based upon Web Buckling & Crippling in section Design of Beams of Design of Steel Structures