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Slab
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UDL
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stretching
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ID
X
Y
Action
Continuous Beam
No. of Spans
Click on the cells in table above to insert / update the beam data
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Multi-Storey Frame
No. of Spans
No. of Storeys
Storey Height
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Rise
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Type
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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
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XP3
P3Dir
Rls1
Rls2
NL1X
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Frame Load Assignment
Load Case
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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
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Load Case
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LC-1.35DL
LC-1.2DL+1.5LL
Reactions
Ξ£Fx
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T
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Β Include self weight in Dead Case
Case Name
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Dead
1
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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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Load Case
Dead
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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 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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