Can you for this answer.A cantilever Beam 6m long carries 3 points loads 20kn,30kn & 25kn at 1.5m,3m & 6m at respectively from free end. Calculate the reaction.
In the case of Cantilever beam while calculating shear force and bending moment we dont have to find support reactions at the fixed support is there is any such rule because i have seen in some videos they didnt calculated the reaction force at the sopport?
No there is not any any rule u can follow any method. Both methods r correct. One is from support side ( same sign convention ) 2nd is from free side without calculating support reaction ( opposite sign convention)
Find all the reactions for a propped cantilever beam, total leangth 5 metres and the prop provided at one end. The beam is loaded with a point load of 20 kN at 2 metres from the fixed end and also carries an uniformly distributed load of 10 kN/m from this position upto the prop-end. The prop is 20 mm below the beam level at the unloaded stage of the beam. Adopt E = 200 Gpa and I = 345 cm². Adopt method of consistent deformation for the study.
Mam please solve this problem - A cantilever beam 6 meters length is subjected to a UDL of 4kN /m for 5 meters from the fixed end. it also carries a point load of 7kN at a distance of 3 metres from fixed end and another point load of 6kN at free end. draw S.F.D and B.M.D
Sfd = for point load straight vertical, if no load acting between two point load then straight horizontal line. For udl inclined. Practice makes man perfect. Just add upwrd reactions and subtract downwrd loads from left side one by one.
Means ki simply supported beam me jb UDL load lga ho to uska shear force or bending moment to nikalna aata h but uski maximum distance nikalna ni aata h. O btaiye chapter h shear force and bending moment
