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FEAKalc
File
Start New Structure
Open Text File - Ctr+O
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Save Tex File - Ctr+S
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Edit
Stretch Elements
Replicate - Ctrl + R
Delete Frame - Del
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Frames
Nodes - Soon
Define
Structural Materials
Sections
Load Cases
Load Combinations
Modelling
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Frames - f
Parametric Trusses
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Frame Sections
Supports
Frame Releases
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Frame Loads
Point Loads
Show Applied Loads
Scale
Measure Distance
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Analysis
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Max X (mm)
Max Y (mm)
Scale
Max (X)=
Max (Y)=
Snap
On
Off
Slab
Column
Wall
Peno
Length
Scale
Core
Select
UDL
DeleteFrame
PointLoad
Releases
Sections
Properties
stretching
ReplicateFrame
Spring
Truss
Parametrics
Draw
Snap
Column Dim. (x)
Column Dim. (y)
Node ID
X
Y
Node ID
X
Y
Member
Properties
ID
X1
Y1
X2
Y2
Length
E
I
A
W
P
Dist
Supp
X
Y
H
V
M
Node
X
Y
Fx
Fy
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Press Shift for Zoom and Pan
Continuous Beam
No. of Spans
Click on the cells in table above to insert / update the beam data
Close
Wall ID
X1
Y1
X2
Y2
E
I
A
W
P
Dist
UDL
UDLDir
P1
XP1
P1Dir
P2
XP2
P2Dir
P3
XP3
P3Dir
Rls1
Rls2
NL1X
NL1Y
NL2X
NL2Y
PUDL1
PUDL2
PUDLLength
PUDLDist
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Send to Database
Project No:
Model Name:
Frame Load Assignment
Load Case
Dead
Live
Replace Existing Loads
Delete Existing Loads
Direction
Local 2
Frame ID
Length
X1=
X2=
Y1=
Y2=
Length =
Loads within Span in Loacl 2 Direction
Point Loads
Dist. From N1
UDL Load
Trapz. W1
Trapz. W2
Dist. From N1
Length
Nodal Loading in Global Directions
X-Direction
Y-Direction
Node 1
Node 2
Apply
Close
Parametric Truss
Span
200
Depth
50
Cells:
0
Close
Parametrics
Conc. Section Depth
200
Conc. Section Width
200
Steel Sections
Family
UB
UC
WC
WB
BOX
CIRCULAR
PFC
Section
610UB125
610UB113
610UB101
530UB92.4
530UB82.0
460UB82.1
460UB74.6
460UB67.1
410UB59.7
410UB53.7
360UB56.7
360UB50.7
360UB44.7
310UB46.2
310UB40.4
310UB32.0
250UB37.3
250UB31.4
250UB25.7
200UB29.8
200UB25.4
200UB22.3
200UB18.2
180UB22.2
180UB18.1
180UB16.1
150UB18.0
150UB14.0
310UBP149
310UBP110
310UBP78.8
200UBP122
9.86E+08
8.75E+08
7.61E+08
5.54E+08
4.77E+08
3.72E+08
3.35E+08
2.96E+08
2.16E+08
1.88E+08
1.61E+08
1.42E+08
1.21E+08
1E+08
8.64E+07
6.32E+07
5.57E+07
4.45E+07
3.54E+07
2.91E+07
2.36E+07
2.1E+07
1.58E+07
1.53E+07
1.21E+07
1.06E+07
9050000
6660000
3.3E+08
2.36E+08
1.65E+08
1.29E+08
16000
14500
13000
11800
10500
10500
9520
8580
7640
6890
7240
6470
5720
5930
5210
4080
4750
4010
3270
3820
3230
2870
2320
2820
2300
2040
2300
1780
19000
14000
10100
15600
Close
Diagrams
Load Case
Dead
Live
Reactions
Moment
Shear
Axial
Deformation
Show Values
Auto Scaling
User Scaling
Close
Load Cases
Case Name
Insert
Load Case
Scale Factor
Dead
1
Live
1
Close
Load Combinations
Combo ID
Insert
ID
Case
Dead
Live
Multiplier
Insert
Combo ID
Load Case
Multiplier
Close
Show Loading
Load Case
Dead
Live
Show
Close
Define Materials
Material
E KN/m²
Mass KN/m³
Concrete
25
Steel
2.00E+8
78.5
Other
1
1
Save
Close
Assign Sections
Material
Steel
Concrete
Section
Australian Sections
Concrete Rectangular
General
fy Grade
300
350
400
Family
UB
UC
WC
WB
BOX
CIRCULAR
PFC
Section
610UB125
610UB113
610UB101
530UB92.4
530UB82.0
460UB82.1
460UB74.6
460UB67.1
410UB59.7
410UB53.7
360UB56.7
360UB50.7
360UB44.7
310UB46.2
310UB40.4
310UB32.0
250UB37.3
250UB31.4
250UB25.7
200UB29.8
200UB25.4
200UB22.3
200UB18.2
180UB22.2
180UB18.1
180UB16.1
150UB18.0
150UB14.0
310UBP149
310UBP110
310UBP78.8
200UBP122
9.86E+08
8.75E+08
7.61E+08
5.54E+08
4.77E+08
3.72E+08
3.35E+08
2.96E+08
2.16E+08
1.88E+08
1.61E+08
1.42E+08
1.21E+08
1E+08
8.64E+07
6.32E+07
5.57E+07
4.45E+07
3.54E+07
2.91E+07
2.36E+07
2.1E+07
1.58E+07
1.53E+07
1.21E+07
1.06E+07
9050000
6660000
3.3E+08
2.36E+08
1.65E+08
1.29E+08
16000
14500
13000
11800
10500
10500
9520
8580
7640
6890
7240
6470
5720
5930
5210
4080
4750
4010
3270
3820
3230
2870
2320
2820
2300
2040
2300
1780
19000
14000
10100
15600
Width - mm
Depth - mm
Assign
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