Results

Description

Returns the all plate center forces.

Parameters

• plateNo (int): plate no.
• loadCaseNo (int): load case no.

Returns

list: A list of numbers (floats).

Example

from openstaad import ops

s = ops.connect()
result = s.GetAllPlateCenterForces(1, 1)
print(result)

Description

Returns the all plate center moments.

Parameters

• plateNo (int): plate no.
• loadCaseNo (int): load case no.

Returns

list: A list of numbers (floats).

Example

from openstaad import ops

s = ops.connect()
result = s.GetAllPlateCenterMoments(1, 1)
print(result)

Description

Returns the all plate center principal stresses and angles.

Parameters

• plateNo (int): plate no.
• loadCaseNo (int): load case no.

Returns

list: A list of numbers (floats).

Example

from openstaad import ops

s = ops.connect()
result = s.GetAllPlateCenterPrincipalStressesAndAngles(1, 1)
print(result)

Description

Returns the all plate center principal stresses and angles ex.

Parameters

• plateNo (int): plate no.
• loadCaseNo (int): load case no.

Returns

tuple: A tuple of (list[float], list[float]).

Example

from openstaad import ops

s = ops.connect()
result = s.GetAllPlateCenterPrincipalStressesAndAnglesEx(1, 1)
print(result)

Description

Returns the all plate center stresses and moments.

Parameters

• plateNo (int): plate no.
• loadCaseNo (int): load case no.

Returns

list: A list of numbers (floats).

Example

from openstaad import ops

s = ops.connect()
result = s.GetAllPlateCenterStressesAndMoments(1, 1)
print(result)

Description

Returns the plate center normal principal stresses.

Parameters

• plateNo (int): plate no.
• loadCaseNo (int): load case no.

Returns

tuple: A tuple of (float, float, float, float).

Example

from openstaad import ops

s = ops.connect()
result = s.GetPlateCenterNormalPrincipalStresses(1, 1)
print(result)

Description

Returns the plate center von mises stresses.

Parameters

• plateNo (int): plate no.
• loadCaseNo (int): load case no.

Returns

tuple: A tuple of (float, float).

Example

from openstaad import ops

s = ops.connect()
result = s.GetPlateCenterVonMisesStresses(1, 1)
print(result)

Description

Returns the plate corner forces.

Parameters

• plateNo (int): plate no.
• cornerCode (int): corner code.
• loadCaseNo (int): load case no.

Returns

list: A list of numbers (floats).

Example

from openstaad import ops

s = ops.connect()
result = s.GetPlateCornerForces(1, 1, 1)
print(result)

Description

Returns the plate section property ref no.

Parameters

• PlateNo (int): plate no.

Returns

raw: The raw return value from the underlying OpenSTAAD COM call. Refer to the official Bentley OpenSTAAD API reference for this method's exact return semantics.

Example

from openstaad import ops

s = ops.connect()
result = s.GetPlateSectionPropertyRefNo(1)
print(result)

Description

Returns the plate stress at point.

Parameters

• plateNo (int): plate no.
• loadNo (int): load no.
• stressPoint (list): stress point.
• facingPoint (list[float]): facing point.

Returns

list: A list of numbers (floats).

Example

from openstaad import ops

s = ops.connect()
result = s.GetPlateStressAtPoint(1, 1, [1, 2], [1, 2])
print(result)

Description

Returns the resultant force along line for plate list.

Parameters

• plateList (list): plate list.
• nplates (int): nplates.
• loadIdList (list): load Id list.
• startNode (list): start node.
• endNode (list): end node.
• isTransformForceToGlobal (int): is transform force to global.
• firstNode (int): first node.
• secondNode (int): second node.
• thirdNode (int): third node.

Returns

list: A list of numbers (floats).

Example

from openstaad import ops

s = ops.connect()
result = s.GetResultantForceAlongLineForPlateList([1, 2], 1, [1, 2], [1, 2], [1, 2], 1, 1, 1, 1)
print(result)