e

V Q

Toolbar

C

Loads

h

Tables

D

Nodes

E

Beams

C

Loads

A

Sections

M

Settle

H

Supports

d

Abort

A

Sections

g

Delete

B

Hinges

W

Select

M

Settle

I

Solve

U

Files

O

Settings

Sections

mm

cm

m

L

EDIT

A [m²]

A_sh [m²]

I [m⁴]

E [Pa]

h [mm]

α_T [K^-1]

(h and α_T for temperature effects – usually empty)

Name/ID

Select

For rectangular sections: A = bh, I = 1/12 bh³
E_steel ≅ 200 GPa, E_concrete ≅ 30 GPa, E_wood ≅ 10 GPa

For rectangular sections: A = bh, I = 1/12 bh³
E_steel ≅ 200e9 Pa, E_concrete ≅ 30e9 Pa, E_wood ≅ 10e9 Pa

For rectangular sections: A = bh, I = 1/12 bh³
E_steel ≅ 30e6 psi, E_concrete ≅ 4e6 psi, E_wood ≅ 1.5e6 psi

Matrix

Beam

Load

Displac.

Model

Bottom fibers are always shown downward – matrices may appear inconsistent with the model. Go to Settings > Bottom Fibers > User.

Beam Matrix ##, Local

Beam Load Vector ##
Local, Primary

Beam Displacement Vector ##
Local, Primary

Model Stiffness Matrix

Files

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Loads

Single

Distrib.

Temper.

g

↓ F [kN]

↑ Fy [kN]

⟲ Angle [°]

→ Fx [kN]

⟲ M [kNm]

1 – Global coordinates: a downward force is 0°. Angle is counter-clockwise. Click the blue label to switch to Fx, Fy notation.

2 – Global coordinates. Click the blue label to switch to local coordinates.

3 – Local beam coordinates: 0° angles are perpendicular to the beams. Click the blue label to switch to global coordinates.

↓ f [kN/m]

↓ f₂ [kN/m]

⟲ angle [°]

Inclined beams: distributed load is specified per meter of the beam (not as projected into the global coordinates).

Δ_T0 [°C]

Δ_T1 [°C]

Δ_T0: positive temperature expands, negative shrinks
Δ_T1 = T_bottom – T_top. Positive gradient = bottom is warmer

Remove loads

Loads

Single

Distributed

Temperat.

Load cases

L

NodeBeamDist. [m] ↓ F [kN]⟲ Angle [°]⟲ M [kNm]

Click the 'Loads' button on the toolbar to create a new load

NodeBeamDist.₁ [m]Dist.₂ [m] ↓ f [kN/m]↓ f₂ [kN/m]⟲ Angle [°]

Click the 'Loads' button on the toolbar to create a new load

Beam Δ_T0 [°C] Δ_T1 [°C] Press L for help

Click the 'Loads' button on the toolbar to create a new load
Δ_T0: positive temperature expands, negative shrinks
Δ_T1 = T_bottom – T_top. Positive gradient = bottom is warmer (and vice versa)
(Bottom = dashed line along each beam)

ID Description

V V

Sections

L

IDname A [m²]A_sh [m²]I [m⁴]E [Pa] h [m]α_T [K^-1]

Press Sections from the Toolbar to insert a new section

Nodes

L

ID X [m]Y [m]

V

x

y

r

xy

xr

yr

xyr

Nodes are automatically created as you draw a new beam

Imposed displacements

L

Node → [m] ↓ [m] ⟲ [°]

Imposed displacements can be applied only in directions where supports provide restraints

Beams

L

ID Sect. node1node2

H

Drawing a new beam will automatically add it to this table

Edit section

b:

[mm]

h:

[mm]

b:

[mm]

h:

[mm]

t₁:

[mm]

t₂:

[mm]

L

dx: dy:

d: Angle:

Click the blue label to toggle the notation

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Remove loads?

Deleting a load case %% also removes all associated loads.

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Insert or replace section?

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S

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GUI font

Units

Angles (φ)

Bottom fibers

Paper [m]

to

Set ascending or descending vertical limits to use XY or XZ coordinates

Zoom

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Grid

Beams

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Supports

Settlements

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Reactions

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Diagrams to show:

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Reversed

M

kNm

V

kN

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kN

d

mm

Scale d:

Overwrite file?

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Delete file?

File '%%' will be deleted

Hinge insert/remove

On a beam

On all selected beams

Can also be set in the Beam Table

Set displacement

→ [m] ↓ [m] ⟲ [°]

Imposed displacement

Settlements and imposed displacement can be placed on supports/constraints

Supports

Pinned
Roller
Roller vertical
Fixed
Remove

Can also be set in
the Node Table

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