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Beam Master
v4.3
Multi-DOF beam FEA suite — deflection, moments and torsion
Export report
Length base
m
cm
mm
Force base
kN
N
1. Geometry & Materials
Beam Length (
m
)
Elastic Modulus, E (
kN/m²
)
Moment of Inertia, I (
m⁴
)
Centroidal Distance, c (
m
)
?
Also known as 'Extreme fiber distance' in the Section Master.
Cross Sectional Area, A (
m²
)
Enable High-Resolution Mode (250 elements)
?
High-Resolution Mode
increases the amount of elements that the beam is divided by.
• This greatly increases compute time, but does increase the calculation accuracy slightly (and reduces visual stepping in the diagrams)
• Keep this turned off for a faster page.
Optional Torsional Structural Fields
Shear Modulus, G (
kN/m²
)
Torsional Constant, J (
m⁴
)
2. Supports
+ ADD
3. External Loading
+ ADD
Live Analysis Diagrams
(Hover mouse to slide probe)
4. Position Value Probe
Target Position Coordinate, x (
m
):
--
5. Engineering Output Summary
SOLVER INITIALIZING
Maximum Deflection
0.00
mm
@ x = 0
Maximum Torsional Twist
0.0000
rad
@ x = 0
Maximum Internal Shear Force
0.00
N
@ x = 0
Maximum Bending Moment
0.00
N·mm
@ x = 0
Maximum Shear Stress
0.00
MPa
@ x = 0
Maximum Normal Stress
0.00
MPa
@ x = 0
Maximum Von Mises Stress
0.00
MPa
@ x = 0
Reaction Forces and Moments
--
