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Output
Edit Load Cases & Combinations
Beam
Support
Line Ld
Point Ld
Results
General Settings:
Ref:
Project:
Prepared:
New
Delete
DXF Import
BeamMk:
Type:
Steel Section
Automatic Steel Optimisation
Generic
Rectangular
Circular
Please wait, loading section properties...
UB section
UC Section
PFC Section
RSJ Section
RHS Section
SHS Section
EA Section
UAE Section
HE Section
IPE Section
W Section
Optimise for min weight
Optimise for min. depth
Beam Size:
Grade:
Steel Grade S235
Steel Grade S275
Steel Grade S355
Steel Grade S450
Effective Length/L: (0=fully restrained)
Le
y
/L
o
:
(major)
Le
z
/L
o
:
(minor)
SLS defl. limit: 1 in
A:
E:
Ix:
Iy:
J:
G:
width:
depth:
diameter:
Material:
Aluminium
Steel
Concrete
Ultra High Strength Concrete
C24 Softwood (single)
C24 Softwood (mean)
TH1 Hardwood (single)
TH1 Hardwood (mean)
Major_Axis Orientation:
In-plane (plane frame)
Out-of-plane (grillage)
Hinge at start:
Hinge at end:
Support Settings:
Ref:
X restraint:
Y restraint:
Z restraint:
Torsional restraint:
Y rot. restraint (out of plane):
Z rot. restraint (in plane):
Input load case:
edit
Results load case/combination:
edit
Point Load Settings:
X intensity:
Y intensity:
Z intensity:
X moment:
Y moment:
Z moment:
Line Load Settings:
X Start int:
Y Start int:
Z Start int:
X End int:
Y End int:
Z End int:
Results:
Axial Forces
Shear Forces
(in-plane)
Bending Moments
(in-plane)
Deformations
(in-plane)
More
Shear Forces
(out-of-plane)
Bending Moments
(out-of-plane)
Deformations
(out-of-plane)
Torsion
Reactions
Member Sizing
(click beam for output)
Matrices
Structure Stiffness Matrix
Location Matrix
Load Vector
Member Matrices
Glob Displacement Matrix
Mem End Forces