Hi I have been stuck on this moments question for a while so please do help, how do i get the shear forces at the points A B and C for this beam. I know the the sum of upward forces are equal to downward forces so Fa+Fb=225 My problem is how do i take moments about B and C to get the shear forces? Image of question posted below: http://imageshack.us/photo/my-images/197/questin.jpg/
From points a to b the load is distributed, so 25x9=225 N total udl load , what confuses me is the point load A.
Is it mentioned that the body is in translational and rotational equilibrium?
no it does not mention neither it just says calculate the maximum loads and the points a , b and c
How do i take moments abouts about support b or a?
i guess the shear force at c is 30kn right?
I've not understood the situation depicted completely...Anyway I don't think u can work out anything if the body is not at equilibrium. I'd say make two equations. One by equating the force upwards = force downwards Second, Torque clockwise (about CM) = torque anticlockwise (about CM) Find out the variables, then proceed for watever is asked in the question...
Yeah it is 30 KN
Oh no actually 30 KN is the normal force there!
how do i take get the shear force and support b?
Let me check the pic again and try understand...Hold..
if the value of ax=0 ?
I guess the udl can be divided since it is evenly distributed so 112.5kn, from a to b... im i on the right lines here?
Skull patrol any ideas how to proceed?
iknow how to get the shear force of a if i have b , what i dont know is the method how to solve for support b?
The upwards forces are in equalibrium, i know that.... but how can i get the force at b if ax=0?
i know how the shear force diagram looks like .... i just dont know get the force at b
Can anyone help? im new to this topic ...
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