Me tooLooking for some clarity
?? I’m looking to find the vertical reactions at the supports.Me too
Can you post an explicit statement of the problem, i.e., what is given, and what you are trying to compute.
Thanks.
I still don't understand your drawings. Where does your problem come from? If you cannot describe it in more detail I don't see how I can be of any help, but maybe someone else can be more successful in deciphering your post.?? I’m looking to find the vertical reactions at the supports.
I'm guessing that there are two supports? Is A one of them? Is B the other? Which is which?Hey guys,
Looking for some clarity and a push in the right direction if my workings are a little off.
One problem with the FBD & analysis is the absence of the loading due to the weight of the beam.Hey guys,
Looking for some clarity and a push in the right direction if my workings are a little off.
Only slightly. I still don't understand what "Total U.D.L" (or is it "U.O.L.") ? What it means that it is 3m from R1?That’s all. Is this looking better?
The uniformly distributed load can be substituted by a concentrated load acting in the centre of gravity of the UDL. The total load on beam is the UDL multiplied by the length of the beam, i.e. 5 kN/m × 10.00 m = 50 kN.Only slightly. I still don't understand what "Total U.D.L" (or is it "U.O.L.") ? What it means that it is 3m from R1?
Looks good - except the final answer for RA & RB should include units (kN), and,That’s all. Is this looking better?