Calculate Bending Moment – 30 situations available

Select the desired situation to calculate the bending moment.

bending moment
Section 1

Beam clamped at one end and loaded with a concentrated load applied to the other end

bending moment
Section 2

Beam clamped at one end and loaded with a concentrated load applied at a certain point

bending moment
Section 3

Beam clamped at one end and loaded with an evenly distributed load

bending moment
Section 4

Beam clamped at one end and loaded with a triangle-shaped load

bending moment
Section 5

Beam clamped at one end and loaded with a moment at the other end

bending moment
Section 6

Beam clamped at one end and loaded with a moment at some point

bending moment
Section 7

Beam simply supported at the ends and loaded with a concentrated load in the middle

bending moment
Section 8

Beam simply supported at the ends and loaded with a concentrated at some point

bending moment
Section 9

Beam simply supported at the ends and loaded with a constant distributed load

bending moment
Section 10

Beam simply supported at the ends and loaded with a load constant distributed over a portion of it

bending moment
Section 11

Beam simply supported at the ends and loaded with a triangle-shaped load

bending moment
Section 12

Beam simply supported at the ends and loaded with a isosceles triangle-shape load

bending moment
Section 13

Beam simply supported at the ends and loaded with a moment at one of the ends

bending moment
Section 14

Beam simply supported at the ends and loaded with a moment at some point

bending moment
Section 15

Beam simply supported and loaded with a force concentrated at one of the ends

bending moment
Section 16

Beam simply supported and loaded with a constant distributed load over his length

bending moment
Section 17

Beam clamped at one end and simply supported at the other end and loaded with a load in the middle

bending moment
Section 18

Beam clamped at one end and simply supported at the other end and loaded with a load at some point

bending moment
Section 19

Beam clamped at one end and simply supported at the other end and loaded with a constant distributed load

bending moment
Section 20

Beam clamped at one end and simply supported at the other end and loaded with a moment in simply supported end

bending moment
Section 21

Beam clamped at one end and simply supported at the other end and loaded with a load at any point of the beam

bending moment
Section 22

Beam clamped at both ends and loaded with a load concentrated in the middle

bending moment
Section 23

Beam clamped at both ends and loaded with a load concentrated in any point

bending moment
Section 24

Beam clamped at both ends and loaded with a constant distributed load over his length

bending moment
Section 25

Beam clamped at both ends and loaded with a moment at any point

bending moment
Section 26

Beam clamped at one end and simply supported at the other end. Lowering simply supported end with 1cm

bending moment
Section 27

Beam clamped at one end and simply supported at the other end. Rotating the clamped end (A) with an angle of 1 radian

bending moment
Section 28

Beam clamped at both ends. Rotating of one of the clamped ends with an angle of 1 radian

bending moment
Section 29

Beam clamped at both ends. Lowering one of the ends with 1cm

bending moment
Section 30

Beam clamped at one end and simply supported at the other end. The temperature varies linearly