- #1
durka
- 2
- 0
hello everyone,
i have a small problem in calculating a particular loading case of a cantilever beam which is shown on the attached image.
i have found many loading cases of cantilever beams which i am able to solve, however for this one i couldn't find anything unfortunately.
the bending moment equation which i have written is:
M(x)= -Mw+Rwx-R[x-0.4] which i hope is correct
determined needs to be:
a) The maximum deflection at the loading point (695N at 0.4)
b)The maximum values of the reactions at the supports.
for any hints and advices i will be grateful
best regards
durka
i have a small problem in calculating a particular loading case of a cantilever beam which is shown on the attached image.
i have found many loading cases of cantilever beams which i am able to solve, however for this one i couldn't find anything unfortunately.
the bending moment equation which i have written is:
M(x)= -Mw+Rwx-R[x-0.4] which i hope is correct
determined needs to be:
a) The maximum deflection at the loading point (695N at 0.4)
b)The maximum values of the reactions at the supports.
for any hints and advices i will be grateful
best regards
durka