Product Description
Steel Design
- STAAD.Pro – Designing Steel Members
- Steel Design Parameters
- METHOD Parameter: Used to specify the LRFD or ASD design method.
- FYLD Parameter: Used to specify the yield strength of steel.
- Steel Deflection Parameters
- DFF: “Deflection Length” / Maximum Allowable Local Deflection
- DJ1: Joint number denoting starting end for the calculation of “Deflection Length”
- DJ2: Joint number denoting ending end for the calculation of “Deflection Length”
- Steel Design Commands
- CHECK CODE command: Instructs STAAD.Pro to determine if the assigned member properties are adequate to carry the applied forces.
- SELECT command: Instructs STAAD.Pro to indicate the minimum weight cross section that is sufficient to safely carry the applied forces.
- GROUP command: Instructs STAAD.Pro to assign a common section to a group of members during optimization.
- Steel Optimization Command Structure
- 1.PERFORM ANALYSIS command
- 2.SELECT comman
- 3.GROUP command
- 4.PERFORM ANALYSIS command
- 5.CODE CHECK command
- Design the Model
- Complete the Design
- Review the Results
- Take Home Final Points from Module
- AISC and IS-Steel Design Projects