- #1

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## Homework Statement

I have already completed both problems. I have the same answer for both of them. I was wondering if that is possible? Are the two point loads equivalent to the distributed load?

## Homework Equations

Stiffness matrix

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- Thread starter shreddinglicks
- Start date

- #1

- 212

- 6

I have already completed both problems. I have the same answer for both of them. I was wondering if that is possible? Are the two point loads equivalent to the distributed load?

Stiffness matrix

- #2

mfb

Mentor

- 35,924

- 12,756

- #3

- 212

- 6

- #4

mfb

Mentor

- 35,924

- 12,756

The setup is symmetric, sure.

- #5

- 212

- 6

[K][displacements] = [F]

[K] [v2;theta2;v3;theta3]=[ql/2;0;ql/2;0]

where

ql/2 = -1000

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