Atkin89 Posted October 27, 2021 Posted October 27, 2021 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
studiot Posted October 27, 2021 Posted October 27, 2021 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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