Calculate Bending Moment – 30 situations available
Select the desired situation to calculate the bending moment.
Beam clamped at one end and loaded with a concentrated load applied to the other end
Beam clamped at one end and loaded with a concentrated load applied at a certain point
Beam clamped at one end and loaded with an evenly distributed load
Beam clamped at one end and loaded with a triangle-shaped load
Beam clamped at one end and loaded with a moment at the other end
Beam clamped at one end and loaded with a moment at some point
Beam simply supported at the ends and loaded with a concentrated load in the middle
Beam simply supported at the ends and loaded with a concentrated at some point
Beam simply supported at the ends and loaded with a constant distributed load
Beam simply supported at the ends and loaded with a load constant distributed over a portion of it
Beam simply supported at the ends and loaded with a triangle-shaped load
Beam simply supported at the ends and loaded with a isosceles triangle-shape load
Beam simply supported at the ends and loaded with a moment at one of the ends
Beam simply supported at the ends and loaded with a moment at some point
Beam simply supported and loaded with a force concentrated at one of the ends
Beam simply supported and loaded with a constant distributed load over his length
Beam clamped at one end and simply supported at the other end and loaded with a load in the middle
Beam clamped at one end and simply supported at the other end and loaded with a load at some point
Beam clamped at one end and simply supported at the other end and loaded with a constant distributed load
Beam clamped at one end and simply supported at the other end and loaded with a moment in simply supported end
Beam clamped at one end and simply supported at the other end and loaded with a load at any point of the beam
Beam clamped at both ends and loaded with a load concentrated in the middle
Beam clamped at both ends and loaded with a load concentrated in any point
Beam clamped at both ends and loaded with a constant distributed load over his length
Beam clamped at both ends and loaded with a moment at any point
Beam clamped at one end and simply supported at the other end. Lowering simply supported end with 1cm
Beam clamped at one end and simply supported at the other end. Rotating the clamped end (A) with an angle of 1 radian
Beam clamped at both ends. Rotating of one of the clamped ends with an angle of 1 radian
Beam clamped at both ends. Lowering one of the ends with 1cm
Beam clamped at one end and simply supported at the other end. The temperature varies linearly