Forgot to highlight that my main interest is the black plate currently as I have actually done single T bolt testing and the cast-in channel does not give way. So I just wish to check if thickness = 0.015 m or 15 mm is sufficient for the load = 18 kN (2 nos. x 2 x SWL) (4 x 4.5 kN)
Hi
I have done up 2 calculations for
1) bending strength check
2) Deflection
Kindly check if it is appropriate. I think my confusion on my calculation is on the "b" & "h" used in the section modulus & Ixx,Iyy.
A) I read from my 10 year old strength of material textbook and it...
Why is sigma = M*c/Iyy = 1.5 * P * L (b*t^2)?
Also what is the "c" in this case? (from where to where)
And b = width of plate (which is the shorter dimension when u look at the plan of the sketch?)
I m quite confused now.
This S275 steel material is the bending strength of the steel...
Hi
I needed to design for a steel plate of S275 steel (275 N/mm2) that will resist a tensile force = 2 x 65 kN = 130 kN. The steel plate must not bend due to this tensile force = 130 kN. And I need to determine the minimum steel plate thickness that will resist the bending (due to the...