|
Beam
Fixed at Both Ends - Concentrated Load at Center Calculation
|
| |
Select Units:
|
|
|
| |
|
|
|
|
Input Values
|
|
|
|
|
|
|
|
|
Total Concentrated Load, P
|
|
|
|
|
|
|
|
|
Span Length of the Bending
Member, L
|
|
|
|
|
|
|
|
|
Horiz. Dist. from Reaction to
Point on Beam, x
|
|
|
|
|
|
|
|
|
Modulus of Elasticity, λ
|
|
|
|
|
|
|
|
|
Second Moment of Area, I
|
|
|
|
|
|
|
|
|
Significant Figures
|
|
|
|
| |
|
|
|
|
Calculated Values
|
|
|
|
|
|
|
|
|
Reaction Load at Bearing
Point, R
|
|
|
|
|
|
|
|
|
Maximum Bending Moment, Mmax
|
|
|
|
|
|
|
|
|
Maximum Bending Moment, Mx
|
|
|
|
|
|
|
|
|
Deflection or deformation, Δmax
|
|
|
|
|
|
|
|
|
Deflection or deformation, Δx
|
|
|
|
|
|
|
|
|
Horiz. Dist. from Reaction to
Point on Beam, x
|
|
|
|