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Divide Elements
Frame Properties
Define
Structural Materials
Sections
Load Cases
Load Combinations
Modelling
Frames
Continous Beams
Multi-Storey Frames
Arc. Beam
Truss Structure
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Frame Sections
Supports
Frame Releases
Loading
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Define Load Combos
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1
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3D
Layout
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Slab
Column
Wall
Peno
Length
Scale
Core
Select
Shell
UDL
DeleteFrame
PointLoad
Releases
Sections
Properties
Divide
stretching
Zoom
Pan
ReplicateFrame
Spring
Truss
Parametrics
3D
XY
XZ
YZ
Working Plane
Z
:
β²
βΌ
3D
3D
XY
XZ
YZ
Plane
Z
:
β²
βΌ
XY
3D
XY
XZ
YZ
Working Plane
Y
:
β²
βΌ
XZ
Ready
Member
Properties
Supp
X
Y
Z
Ux
Uy
Uz
Rx
Ry
Rz
Node
X
Y
Fx
Fy
ID
X
Y
Action
Continuous Beam
No. of Spans
Click on the cells in table above to insert / update the beam data
Preview
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Multi-Storey Frame
No. of Spans
No. of Storeys
Storey Height
Click on the cells in table above to insert / update the Portal Frame data
Preview
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Arc Beam
Span
Rise
Preview
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Truss
Type
Pratt
Howe
Warren
Vierendeel
Span
Depth
Cells
Top Chord
Straight
Parabolic
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Shell ID
Vertices
Thickness
Material
Type
LocalAxis
Loads
Others
Node ID
X
Y
ImgN1
0.500
19.237
ImgN2
27.000
0.500
Wall ID
X1
Y1
Z1
X2
Y2
Z2
E
Ix
Iy
J
A
Type
UDL
UDLDir
P1
XP1
P1Dir
P2
XP2
P2Dir
P3
XP3
P3Dir
Rls1
Rls2
NL1X
NL1Y
NL1Z
NL2X
NL2Y
NL2Z
PUDL1
PUDL2
PUDLLength
PUDLDist
PUDLDir
SecShape
SecGeom
LocalAxis
Others
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Shell Load Assignment
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Direction
Local 3
UDL Load
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Frame Load Assignment
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Dead
Live
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Direction
Local 2
Local 3
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
Z-Direction
Node 1
Node 2
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Shell Diagrams
Load Case
Dead
Live
LC-1.35DL
LC-1.2DL+1.5LL
Frame & Shell Diagrams
Load Case
Dead
Live
LC-1.35DL
LC-1.2DL+1.5LL
Reactions
Ξ£Fx
Ξ£Fy
Ξ£Fz
Ξ£Mx
Ξ£My
Ξ£Mz
Frame Elements
Moments
M33
M22
T
Shears
V2
V3
Axial
N
Shell Elements
Membrane
F11
F22
F12
S11
S22
S12
Moments
M11
M22
M12
Shears
V13
V23
S13
S23
Margin
Min
Max
Deformation
Ux
Uy
Uz
Ξ
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Load Cases
Β Include self weight in Dead Case
Case Name
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Load Case
Scale Factor
Options
Dead
1
Live
1
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Load Combinations
Combo ID
Insert
x
ID
LC-1.35DL
LC-1.2DL+1.5LL
Case
Dead
Live
Multiplier
Insert
Combo ID
Load
Case
Multiplier
LC-1.35DL
Dead
1.35
LC-1.2DL+1.5LL
Dead
1.20
Live
1.50
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Show Loading
Load Case
Dead
Live
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Define Materials
Material
E KN/mΒ²
Mass KN/mΒ³
Concrete
25
Steel
2.00E+8
78.5
Other
1
1
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Assign Shell Thickness
Thickness (mm)
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Assign Frame Sections
Material
Steel
Concrete
Australian Timber
Section
Australian Sections
Concrete Rectangular
Australian Timber
General
fy Grade
300
350
400
Library
Australian (AS)
American (AISC)
European (EN)
British (BS)
China (GB)
Family
UB
UC
WC
WB
BOX
CIRCULAR
PFC
L
Section
Width - mm
Depth - mm
Material
Loadingβ¦
Species
Moisture
Seasoned
Unseasoned
Const. Type
(T2.1)
Housing
Buildings
Essential
Load Duration
(2.4.1.1)
50+ Years
5 Months
5 Days
5 Hours
5 Minutes
5 Seconds
Load Conditions
(3.2.3)
Load Down - Discrete Rest. Top
Load Up - Discrete Rest. Top
Load Down - Fully Rest. Top
Load Up - Fully Rest. Top
Load Up - Discrete Rest Top, Full Rest Bot.
Rest. Lngth.
Lay (3.2.3)
Section
Select
Availability
β
Width
(mm)
Depth
(mm)
strength. Group.
β
Joint Group
β
Density
kg/mΒ³
β
Own Weigh
t kN/m'
β
E
Young Mod. kN/mΒ²
β
G
Shear Mod. KN/mΒ²
β
f'b
Bending MPa
β
f't
Tension MPa
β
f's
Shear MPa
β
f'c
Compression MPa
β
Ο1
(T2.1 -Housing)
β
Ο2
(T2.1 Buildings)
β
Ο3
(T2.1 Essential)
β
f'p
(TH2.2 Bearing Per.)
β
f'l
(TH2.2 Bearing Par.)
β
f'sj
(TH2.2 Shear Jnt)
β
f'tp
(TH2.2 Tens Per.)
β
K1
- Duration (2.4.1)
β
K4
Seasoning (2.4.2)
β
K6
Temprature (2.4.3)
1.00
K9
Sharing (2.4.5)
1.00
K12
Bending (3.2.4)
β
lenderness Coeff. S1
β
Bending Constant Οb
β
Bending Capacity
β
Shear Capacity
β
Sections and Materials libraray : MIT License Β© 2023 Joseph Gattas β
Full Text
Design Densities : Reference: TABLE H2.4,
AS1720.1-2010 (Amendments 1/2/3)
(Β© Standards Australia. For official copy see
Standards Australia
).
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Parametrics
select elements to change properties
Steel Section
Concrete Section
Coordinates
Steel Sections
Library
Australian (AS)
American (AISC)
European (EN)
British (BS)
China (GB)
Family
UB
UC
WC
WB
BOX
CIRCULAR
PFC
L
Section
Concrete Sections
Sec Depth
200
Sec Width
200
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X Coord.
0
Y Coord.
0
Z Coord.
0
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