Are those moments shown on the drawings applied to the beam as applied moments on each of the beams shown int the plan view or are they derived moments from a uniform load applied across the deck area as shown in the drawing?
Jim
ps. if this is the level of your questions you are out of your depth and need to pass this problem on to an experienced structural engineer, as you may not even be aware of what questions you need to ask. An internet forum is NOT the place to get remedial aid.
Due to symmetry of the entire structure, the sketch below shows force flow of half of the framing system only. The black arrows representing the support reactions.
Don't take the comment above lightly, you need to open up an engineering mechanics textbook to know the basic.
I wonder the solution is any different than that already given! Note that we are here to help those who can help themselves with hints and directions, but not to hold their hands to do theirs works. Anyway, I am glad that you are able to find a way to help yourself.
i posted this thread to have a good guidance not for anyone to do my job and you did give some guidance but its not 100% good as your missing something.and thanks for your guidance though.
