Simply Supported Beam with Distributed Load Calculator for simply supported beam with uniformly, uniformly varying, trapezoidal, triangular and partially distributed loads.
Note : Use dot "." as decimal separator.
Note * : wa and wb are positive in downward direction as shown in the figure and negative in upward direction.
Note ** : For second moment of area calculations of structural beams, visit " Sectional Properties Calculators".
| Parameter|| Value|
| Reaction Force 1 [R1]||---|
| Reaction Force 2 [R2]||---|
| Transverse Shear Force @ distance x [Vx]||---|
| Maximum Transverse Shear Force [Vmax]||---|
| Moment @ distance x [Mx]||---|
| Maximum Moment [Mmax]我把美女日出了白将视频大全 我把美女日出了白将视频 ,完美影剧院在线观看 完美影剧院无删减 琪琪看片网||---|
| Slope 1 [θ1]||---|
| Slope 2 [θ2]||---|
| Slope @ distance x [θx]||---|
| Maximum Slope [θmax]||---|
| Deflection @ distance x [yx]||---|
| Maximum Deflection [ymax]||---|
| Bending Stress @ distance x [σx]||---|
| Maximum Bending Stress [σmax]||---|
Note * : R1 and R2 are vertical end reactions at the left and right, respectively, and are positive upward. Shear forces and deflections are positive in upward direction and negative in downward direction. All moments are positive when producing compression on the upper portion of the beam crosssection. All slopes are positive when up and to the right.
Note: Stresses are positive numbers, and these are stress magnitudes in the beam. It does not distinguish between tension or compression of the structural beam. This distinction depends on which side of the beam's neutral plane c input corresponds.