konstrct.com
if you've stumbled here by accident - please check back in a couple of months
Load Cases
Connect to Dropbox
Open
Save
Edit Load Cases & Combinations
+ Add
Done
Edit Load Combinations
Edit Load Cases
Output
Done
General Settings:
Ref:
Project:
Prepared:
New
Done
BeamMk:
Type:
Generic
Steel Section
Automatic Steel Optimisation
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
Steel Grade S235
Steel Grade S275
Steel Grade S355
Steel Grade S450
Eff. Length/L (0:fully restrained)
SLS defl. limit: 1 in
Major Axis Orientation:
In-plane (plane frame)
Out-of-plane (grillage)
Hinge at start:
Hinge at end:
Support Settings:
X restraint:
Y restraint:
Z restraint:
Torsional restraint:
Y rot. restraint (out of plane):
Z rot. restraint (in plane):
Input Load case:
Results load case/combination:
Point Load Settings:
Line Load Settings:
Results:
Axial Forces
Shear Forces (in-plane)
Bending Moments (in-plane)
Deformations (in-plane)
Reactions
Member Sizing
More
Shear Forces (out-of-plane)
Bending Moments (out-of-plane)
Deformations (out-of-plane)
Torsion
Matrices
Structure Stiffness Matrix
Location Matrix
Load Vector
Member Matrices
Glob Displacement Matrix
Mem End Forces