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Att

AttElement

AttElementFrame

Attributes

Elem

Karamba

Loads

Loads Assign


Modify

Solver

Verify

Load Case Non Linear Staged

Create NonLineaer Staged Construction Load Case. Works with SAP2000 V19 and above.

Inputs

Name	ID	Description	Type
Name	N	Name	Text
GeometricNonLinearity	G	Geometric Non Linearity (0=None 1=PDelta 2=PDeltaLargeDisp)	Integer
Initial Case	I	Initial Non Linear Load Case	Generic Data
Previous as Initial	P	Use previously generated Non Linear Load Case on this component as initial load case	Boolean
Solution Contol	S	Solution Control	Generic Data
Target Force Iteration	T	Target Force Iteration	Generic Data
HingeUnloading	U	Hinge Unloading (0=UnloadEntire 1=LocalRedistribution 2=RestartSecant)	Integer
Mass Source	M	Mass Source	Generic Data
Stages	S	Staged Construction LoadCase Stages	Generic Data
Results Saved	R	Result Saved Options: (0=End_of_final_stage 1=End_of_each_stage 2=Start_and_end_of_each_stage)	Integer
Mat Props T Dependent	T	Material Properties are time dependent	Boolean

Outputs

Name	ID	Description	Type
Non Linear Static Load Case	C	Non Linear Static Load Case	Generic Data