El-No
|
Number of the current element |
Switches
|
Setting | Description |
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CS type |
Cross-section is defined as database object with full geometry |
CS-Val |
Cross section values in the element table are directly entered |
Material |
The material is defined as database object and assigned to the element |
E-G |
The statically relevant material parameters are directly defined |
|
Eccentricity
|
Setting | Description |
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Ex-Beg, Ey-Beg, Ez-Beg |
User defined eccentricity at element begin |
Ex-End, Ey-End, Ez-End |
User defined eccentricity at element end
- Sign: From the element to the node in global coordinate directions
|
EccTyp |
Type of the cross-section eccentricity
- YoZo: no cross-section eccentricity considered (reference point = CG)
- YlZo: cross-section eccentricity in y direction considered
- YoZl: cross-section eccentricity in z direction considered
- YlZl: cross-section eccentricity in y and z direction considered
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Aero
|
Assigned aero class (set of shape coefficients for wind calculation) |
Cross sections
|
Setting | Description |
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Ax, Ay, Az |
Cross section area and shear areas for shear forces Qy, Qz |
Ix, Iy, Iz |
Moments of inertia (torsion, bending around y, bending around z) |
U, UIN |
Outside perimeter length, inside perimeter of hollow boxes |
CS-Beg |
Cross-section type assigned to the element begin |
CS-End |
Cross-section type assigned to the element end Note: the cross-section values are averaged values between begin and end
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Orientation
|
Setting | Description |
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Direction |
Code for establishing the default local coordinate system
- Deck: Standard case (element predominantly horizontal)
- Pier: Element vertical or predominantly vertical
|
Beta |
Rotation angle of the local coordinate system around the element axis |
Alpha1 |
Elevation angle of the element axis (co-domain -90° to 90°) |
Alpha2 |
Plan angle of the element axis (co-domain 0° to 360°) Note: The angles Beta, Alpha1, and Alpha2 describe the local coordinate system and are user defined fo spring elements (default: 0.0, 0.0, 0.0). For beam and cable elements, only the angle Beta can be modified by the user.
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Material
|
Setting | Description |
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Material |
Name of the material assigned to the element |
E-Mod |
Young's modulus (modulus of elasticity |
G-Mod |
Shear modulus (= E-Mod/(2*(1.0+Poiss)) |
Poiss |
Poisson ratio (lateral strain coefficient) |
Alpha-T |
Temperature expansion coefficient |
Gamma |
Specific weight |
|
CS Plane
|
Setting | Description |
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Begin |
Code for the orientation of the cross-section plane at element begin |
End |
Code for the orientation of the cross-section plane at the element end
- Normal: CS plane is normal to the element axis
- Vertical: CS plane is parallel to the global Y direction
- Horizontal: CS plane is parallel to the global X-Y plane
- Angle: The deviation from the normal is defined by user defined angles XoY, XoZ
|
SinXoY |
Sine of the deviation of the CS-Y-axis from the element y-axis (Yl) |
SinXoZ |
Sine of the deviation of the CS-Z-axis from the element z-axis (Zl) |
|
Global Hinges
|
Disconnected DOF's between element and nodes (related to the global directions and - in case of eccentric connections - arranged at the nodal point) |
Local Hinges
|
Disconnected DOF's between element and nodes (related to the local directions and - in case of eccentric connections - arranged at the elastic element end) Setting | Description |
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X-B, Y-B Z-B |
Disconnected displacement DOF's at the element begin |
Wx-B, Wy-B, Wz-B |
Disconnected rotation DOF's at the element begin |
X-E, Y-E Z-E |
Disconnected displacement DOF's at the element end |
Wx-E, Wy-E, Wz-E |
Disconnected rotation DOF's at the element end |
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Composite structure
|
Setting | Description |
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El-1 bis El-8 |
Up to 8 partial elements belonging to the current (composite) element |
Comp-1 to Comp-4 |
Up to 4 composite elements, whereof the current element can be a belonging partial element at any stage in the construction schedule |
|
Round. of hogging moment
|
Setting | Description |
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bMy-Beg |
Rounding length for the transversal moment My at element begin |
bMz-Beg |
Rounding length for the hogging moment Mz at element begin |
bMy-End |
Rounding length for the transversal moment My at the element end |
bMz-End |
Rounding length for the hogging moment Mz at the element end |
|
Buttons in the bottom line of the pad
|
Setting | Description |
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> |
"Jump to the first element in the element table |
< |
"Jump to the previous element in the element table |
>> |
Jump to the next element in the element table |
>> |
Jump to the last element in the element table |
E-Time |
Switch to the presentation of the time parameters of the element |
E-Time |
Graphical presentation of the element |
OK |
Exit Info pad and activate any changes |
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