Structural Beam Deflection Problems

What force is required at the free end to reduce the deflection to 8 mm in kiloNewtons?

If the distributed load per unit length is doubled and the depth of the beam is reduced to half, what would be the deflection at the midspan?

What is the moment at the fixed support of the propped beam given a concentrated clockwise moment of 100 kN-m at the simple end?

Compute the location (in meters) of the maximum deflection from the fixed end.

What is the slope at the right end of the structure?

What is the maximum force of member CH in the bridge truss structure?

What does 'y' represent in the context of beam deflection calculations?

Which method involves solving for 'k = I / L' in the context of beam deflection calculations?

What does 'M' represent in the equation 'M1L1 + 2M2 L1 + L2 + M3 L2 + 6A1a1 + 6A2 b2 = 0'?

In beam deflection calculations, what does 'Ø' represent?

What is 'E' in the context of beam deflection calculations?

What does 'd = S SuL AE' represent in beam deflection calculations?

What is the Distribution Factor (DF) when the fixed end support is involved?

How can you find the moment at the fixed end for any loading condition?

In beam deflection calculations, what does COM stand for?

What is the main assumption in the Cantilever Method for beam deflection calculations?

Which method involves solving for fixed end moments using Balance of Moments?

What does the slope (Ø) represent in beam deflection calculations?