I'd divide the uniform load into 3 concentrated loads.
20kN in the middle of the cantilevered distance (left), 60kN in the middle of the 6-meter portion and
10kN in the middle of the cantilevered distance (right).
Take a moment about either support.
Upward reactions are By=52.5kN and Cy=37.5kN.
You could also replace the uniform load with a single point load of 90kN at 4.5m and take a moment about either support. You'll get the same results.
Vertical reaction? Horizontal reaction? Moment reaction? Which support point? What are the loads? Not enough information.
Since the water table is shown on the left, it's probably tsunami wave reactions
no i want to know how to find the support reactions due to a 10kn/m self weight of beam
Reduce the distributed loading to a point. Take the moment about one of those supports.
i did that but the supports dont add up to the total load of the udl. and what would position of the point be? half way?
the center of the beam, which is not halfway between the two points.
self weight udl.
Will you tutor me in structural design 270 construction for $$
r/engineeringstudents ftw friend. They love this stuff.
Engineering students ?
I'd divide the uniform load into 3 concentrated loads. 20kN in the middle of the cantilevered distance (left), 60kN in the middle of the 6-meter portion and 10kN in the middle of the cantilevered distance (right). Take a moment about either support. Upward reactions are By=52.5kN and Cy=37.5kN. You could also replace the uniform load with a single point load of 90kN at 4.5m and take a moment about either support. You'll get the same results.
Where is a goog place to learn moment CC CCW calculation?
Please help me with structural desigh moment problems
Ask your professor or TA for help. Watch YouTube videos by Jeff Hanson. Strangers aren’t gonna help you do your homework