Lectures related to Limit state design

Covers the design load calculation for continuous beams and explores beam behavior.

Covers the elastic membrane boundary problem in 2D, exploring mathematical formulation and solution methods.

Provides an overview of deflection analysis in floor slabs, focusing on load categories and structural integrity.

Discusses the static loading test of a pile, including different loading methods and measurement devices.

Covers the criteria for structural design of elevators, including service and ultimate limit states, and structural safety.

Covers the analysis of hyperstatic beams and the phenomenon of buckling in metal structures.

Covers the elastic distribution in composite beams and the behavior of mixed structures during construction.

Discusses limit analysis, failure calculations, and failure criteria in soil mechanics.

Explores composite beam construction, deflection limits, self-balancing, withdrawal actions, and connector importance.

Discusses equivalent span factors for different types of slabs and criteria for designing concrete slabs.

Covers final project presentations on precast concrete design in a seismic region.

Explores shear and bearing stresses, including plasticity, creep, Hooke's Law, and allowable stresses in engineering design.

Covers the design and application of flexure mechanisms using buckled beams in engineering.

Explores beam deflections analysis methods, including double integration and Macaulay's method.

Focuses on verifying long-term deflection in concrete bridges, including calculations for non-cracked sections and assessments of compression stress.

Covers the criteria for failure in geotechnical engineering and the determination of ultimate loads through static and kinematic approaches.

Explores the resistance of compressed and bent columns, interaction verification, and second-order effects in structural analysis.

Explains fatigue verification formats under variable amplitude loading and the concept of damage equivalence factor.

Explains the reduction of 3D problems to 2D using constraints and relative deformations.

Explores shear at interfaces in concrete structures, covering longitudinal shear, joint shear strength, and design considerations.