Info
Application made by FEMDEV development group of University of Padova.

Responsive image

FEMDEV group members ('Finite Elements Analysis' subgroup):

Boscolo Gianmarco
Cenzon Alessandro
Gorgi Andrea
Severino Ivano

In order to report bugs and problems, email us at info.femdev@gmail.com.



Libraries used:
-math.js
-p5.js
-dxf-parser.js by https://github.com/gdsestimating/dxf-parser
-Additional CSS by https://themestr.app/

Keyboard shortcuts:
A : Select All S : Unselect All
Mouse Left : Drag Mouse Wheel : Zoom in/out
F : Zoom Extends
Del : Delete selected entities Esc : Close all panels
W : Nodes Panel E : Entities Panel
C : Constraint Panel P : Properties Panel
D : Design Panel L : Quick LSA
NEW NODE
id =
x =
y =
NEW ELEMENT


Elem id =
Node 1 =
Node 2 =
Prop ID =

NEW PROPERTY
Prop ID:  
Material:

E [MPa]
ν
fyk [MPa]
Section Database:


User defined:


h  [mm]
b [mm]
a [mm]
e [mm]
r [mm]
Area mm²
I1 mm⁴
I2 mm⁴
Wel1 mm³
Wel2 mm³
Wpl1 mm³
Wpl2 mm³



NEW LOAD
Node ID =
Force Intensity =
Angle =
Bending Moment =
NEW ELEMENT LOAD


Elem ID =
Lenght (0-1) =
Force Intensity =
Angle (global) =
Bending Moment =

IMPOSE CONSTRAINTS
Node ID =
x displacement =
y displacement =
theta rotation =
DELETE LOAD BY ID
Load ID =
DISPLAY SETTINGS
---------------------------
---------------------------
SAVE GEOMETRY AND LOAD CASES
SAVE GEOMETRY
SAVE LOAD CASES
IMPORT GEOMETRY AND LOAD CASES


IMPORT DXF


NEW LOAD CASE
Name =
RENAME LOAD CASE
OLD Name =
NEW Name =
LINEAR STATIC ANALYSIS
CHOOSE LOAD CASES TO SOLVE

Element ID =
Property ID =
L_Buckling [mm] =



Forces Value
N
T1
T2
M1
M2
Flange Class: ;   c/tf:
Web Class: ;   c/tw:
Epsilon =
Class 4 only.  
NRd =
Vrd1= N;  
Vrd2= N;  
Anet=   [,   ] mm²
Mrd1,2= [ , ] Nmm
rho12= [,]; Shear Reduction= ; ;
Anet= ; Wel12= [,]; Wpl12= [,];
n= ;a= ; α= ; β= ;
NbRd = N;
Ncr= N;
l0= mm;
αstab= ; ρ12= ; λ= ; λsegn= ; Φ= ; χ= ;