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/CLOAD

/CLOAD

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/CLOAD

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Block Format Keyword

/CLOAD - Concentrated Loads

Description

Defines a concentrated force or moment applied to each node of a prescribed nodal group.

Format

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(10)

/CLOAD/cload_ID/unit_ID

cload_title

fct_IDT

Dir

skew_ID

sens_ID

grnd_ID

 

Ascalex

Fscaley

hmtoggle_plus1Flag Definition

Field

Contents

SI Unit Example

cload_ID

Concentrated load block identifier

(Integer, maximum 10 digits)

 

unit_ID

Optional unit identifier

(Integer, maximum 10 digits)

 

cload_title

Concentrated load block title

(Character, maximum 100 characters)

 

fct_IDT

Time function identifier

(Integer)

 

Dir

Direction of load: X, Y, and Z for forces; XX, YY, and ZZ for moments

(Text)

 

skew_ID

Skew identifier

(Integer)

 

sens_ID

Sensor identifier

≠ 0: the concentrated load is applied after sensor activation (the time function is shifted in time).

(Integer)

 

grnd_ID

Node group to which the concentrated loads are applied

(Integer)

 

Ascalex

Abscissa scale factor

Default = 1.0  (Real)

symbol_S_unit

Fscaley

Ordinate scale factor

Default = 1.0  (Real)

symbol_N_unit

hmtoggle_plus1Comments
1.The direction of load must be right justified in the ten characters of field number 2.
2.The grnd_ID input is obligatory. The concentrated loads will only be applied to the nodal group. The force is applied to each node individually, so:

total force = F(t) * number of nodes

3.The Ascalex and Fscaley are used to scale the abscissa and ordinate.

The actual load function value is calculated as following:

The force is applied individually to each node of the nodal group. The total force is equivalent to the force value multiplied by the number of nodes.

See Also:

Skew and Frame (/SKEW & /FRAME)

Implicit Features and Compatibility Information

Example 1 - Twisted Beam

Example 16 - Dummy Positioning

Example 18 - Square Plate Torsion

Example 19 - Wave Propagation

Example 23 - Brake

Example 25 - Spring-back