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0 votes
1 answer
254 views

How does a single point load cell eliminate the inluence of moment/load placement

All descriptions I have been able to find mention some variation of "due to their geometrical design single point load cells are immune to load placement" with no explanation on how is it ...
Chumanista's user avatar
1 vote
2 answers
159 views

Why is there a negative sign in case of moments caused by longitudinal stresses?

I came across the following relations in the plate theory. I, however, don’t understand the reason for the negative signs in Mx and My. There is, however, no negative sign in Mxy. I am guessing, this ...
Armaan Mohammed's user avatar
0 votes
2 answers
100 views

Is there a way to solve this complex statics problem algebraically?

This problem can be solve in 2 ways either I solve it with vectors which would be relatively painful and more time consuming and the other faster way is algebraically but I faced a problem when trying ...
Youssef Mohamed's user avatar
2 votes
4 answers
2k views

Is bending moment along a beam independent of the cross sectional area of the beam?

We know this that if the a cantilever beam (of any cross section) is fixed at one end and a transverse force is applied on the other, then it will bend. However, we just casually assume that the ...
Rameez Ul Haq's user avatar
0 votes
2 answers
783 views

How can I find deflection in a member that doesn't have a constant area moment of inertia?

I'm trying to calculate the maximum deflection in a simply supported member with a uniformly distributed load. The trouble is this member does not have a constant area moment of inertia. I've drawn a ...
Hi-Polymer Eraser's user avatar
0 votes
1 answer
189 views

Are there different moments of inertia for shapes and bodies?

I'm confused by this. There is a moment of inertia for a shape, let's say circle: But if you make it 3D, you have a new moment of inertia: Is there any connection between these two?
user1477107's user avatar