Hey everyone. How structural engineers would treat this problem if they had to determine all forces on all fasteners of a column loaded in the following way on top? (ignore weight)
h=w=10 in. a=b=1 in.
I've consulted several engineers, and each had a different way of resolving a force and of...
Hello,
2 questions:
a) I'm trying to find formulas that would permit to design angle thickness when the angle is loaded in tension and that may create prying.
In the Canadian steel manual CSA-S16 (which is very similar to AISI) (in LSD or LRFD methods) There are formulas for a T-section loaded...
Hello, I'm having a problem converting myself between methodologies. Let me explain:
I'm a mechanical engineer who recently finished my studies, which were all in Allowable Stress Design (everything based on yield strength and safety factors). For different parts we would resolve force...
Hello, I am trying to find maximum bending moment developed in a fixed beam due to two equal (or unequal) equi-spaced forces.
[This scenario happens when ventilation mechanics trying to suspend the duct with rods to the ceiling. However istead of attaching to the ceiling they put a channel or...
Hello fellow engineers!
I have a trouble determining axis of rotation for a few particular systems suspended on the wall, especially when multiple connections exist such that the system becomes statically in determinant. (See the file I attached). I've been looking in a few different books; Many...
