Shear Moment formulas

[LOTE]

Anyone know how to find the maximum shear and moment values for the loading below when L1 and L2 are not equal? It's been a while since I solved an indeterminant problem...

 

[JStructsteel]

I would find a online beam solver for this.

Otherwise use moment distribution

 

[BAretired]

Knowing how to solve that particular loading would not do you much good in design, even with equal spans, because you really need to consider pattern loading. Two cycle moment distribution would be a more sensible route to follow.

 

[Alistair_Heaton]

It will be in Roark's somewhere.

https://www.amazon.co.uk/Roarks-Formulas-Stress-Strain-8th/dp/0071742476

When starting on ANSYS 4.11 on DOS it was my bible for that sort of stuff.