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**1. The problem,**

I have a beam 9000 mm in length.

assuming a x-coordinate system: supports are at the x= 1500, x= 4500, and x= 7500 positions.

there's a uniformly distributed load (let's call it w) through the length of the beam (from 0 to 9000mm)

Solve for the MAXIMUM moment. This would be much simpler if the overhang wasn't there since there're available "simplified" equations for this kind of beam. But the overhang makes a new story.

I have a beam 9000 mm in length.

assuming a x-coordinate system: supports are at the x= 1500, x= 4500, and x= 7500 positions.

there's a uniformly distributed load (let's call it w) through the length of the beam (from 0 to 9000mm)

Solve for the MAXIMUM moment. This would be much simpler if the overhang wasn't there since there're available "simplified" equations for this kind of beam. But the overhang makes a new story.

## Homework Equations

= 0 huehue[/B]**3. 0 attempts T_T I have no idea where to start..**