Beam Design
Bending, shear, deflection and class checks (EC3).
Inputs
Steel grade
Section
Span L
[m]
Load type
Uniform (UDL)
Central point
UDL q
[kN/m]
Point load P
[kN]
Deflection limit
L / 250
L / 360
L / 200
Lateral-torsional buckling (LTB)
LTB length Lcr
[m]
Moment factor C1
Uniform moment (1.0)
UDL simply supported (1.13)
Anti-symmetric (2.57)
LTB buckling curve
a0
a
b
c
d
Results
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