This section contains information on parameters and calculations according to ANSI/AISC 360-05 and ANSI/AISC 360-10 codes.
Note: Although the ANSI/AISC 360-10 version of the code officially replaces the ANSI/AISC 360-05 code, this latter remains available in the program.
Topics in this section- Member Type Parameters (ANSI/AISC 360-05)
- Member Definition - Parameters (ANSI/AISC 360-10)
Use this dialog to define the code parameters of a member type according to the ANSI/AISC 360-10 code. - Configuration (ANSI/AISC 360-05 and ANSI/AISC 360-10)
Use this dialog to define the parameters to apply during the verification of a steel member according to the ANSI/AISC 360-05 or ANSI/AISC 360-10 code. - Additional Parameters (ANSI/AISC 360-05 and ANSI/AISC 360-10)
Use this dialog to define additional code parameters of a steel member. - Serviceability - Displacement limiting values (ANSI/AISC 360-05 and ANSI/AISC 360-10)
Use this dialog to define additional parameters determining the limit displacement values. - Location of Transverse Stiffeners (ANSI/AISC 360-05 and ANSI/AISC 360-10)
Use this dialog to determine the spacing of transverse stiffeners along the beam length, with real coordinates or in relation to the beam length. - Lateral Buckling Length Coefficient (American Codes)
Use this dialog to determine the appropriate distances between member sections protected against torsion. - Internal bracings
Use this option to define bracings and lateral supports for all analyzed stability cases (buckling, lateral buckling, and torsion). - Verification/calculations of joists
Robot allows verification and design of JOISTS (American prefabricated trusses).
What to expect - A review of ANSI/AISC 360-16 American Institute of Steel Construction 7 There’s always a solution in steel! Chapter B Design Requirements. B4.2 Design Wall Thickness for HSS User Note: A pipe can be designed using the provisions of the Specification for round HSS sections as long as the pipe conforms to ASTM.