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Bending moment on beams

Atkin89
in Homework Help

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Any help on how to calculate the bending moments on a with a udl and fixed point load . 

Taking moments every 1m , every time I work through it I get to pos C and get a negative number . No idea why . 

Thanks for any help 

Screenshot_2021-10-27-06-19-11-19_90f6820949b6ab94bf051a29130ae871.jpg

The signs you calculate will depend upon your sign conventions.

If you are taking the dowward loads as positive then reactions will be negative.

I can't deduce any more without you posting your working.

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