Buckling Beam Column N My Mz B T any support & section

UNIVERSITY
Universitat Politècnica de València
TYPE OF CERTIFICATION

no certification

CATEGORY
Trainings
SUBJECT AREA

Others

OFFERED TO

BSc Students

Description

The following app is useful to design beam columns with any section, boundary conditions and loading under axial, shear, bending and torsion. Taking into account the nonlinear effects due to axial forces, bending moments and bimoments.

Expected learning outcomes

To obtain the buckling resistance and perform the analysis of the imperfect beam column.

Learning opportunity structure

Inputs the beam column properties, loadings, boundary conditions.

For more detailed background equations, please refer to the Bucklingresistanceopenclosed_anyBC_N_My_Mz_B_U_BACKGROUND_EQUATIONS.pdf .

The following tool provides the analysis of imperfect beam columns in a general case.

More information at antonioagueroramonllin.blogs.upv.es .

Quality assurance

The two-level mutual trust-based quality assurance scheme has been adopted:

  • at the university level: Universitat Politècnica de València has applied its internal quality assurance procedures and structures to the proposal of Buckling Beam Column N My Mz B T any support & section it submitted to ENHANCE and to its implementation - the related learning activities,
  • at the Alliance level: the body composed of Education Officers has made decisions regarding the inclusion of Buckling Beam Column N My Mz B T any support & section proposed by Universitat Politècnica de València to the Innovative Learning Campus part of the joint ENHANCE educational offer, based on the compliance with the formal requirements and ENHANCE goals.

Learning Assessment

Self-study

Contact person

Antonio Agüero Ramón Llin (e-mail: antonio.aguero@gmail.com)