Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Calculation of Continuous Beam Over Two Spans by Means of Elastic–Plastic Procedure
This chapter shows the design of a two‐span composite beam using the elastic– plastic procedure. Action effects are calculated by elastic global analysis and the resistance to bending is based on a plastic model. Analyses for ultimate limit state and serviceability limit state are also conducted by elastic global analysis. This example illustrates the method based on uncracked analysis with limited redistribution. In accordance with clause A1.4.2, EN 1990, serviceability limit states in buildings should take into account criteria related to floor stiffness. The design plastic resistance moment in hogging region is determined in accordance with clause 6.2.1.2, EN 1994‐1‐1, assuming that there is the full shear connection between structural steel, reinforcement and concrete. The appropriate shear connection needs to be provided to ensure yielding of the reinforcement in tension.
Calculation of Continuous Beam Over Two Spans by Means of Elastic–Plastic Procedure
This chapter shows the design of a two‐span composite beam using the elastic– plastic procedure. Action effects are calculated by elastic global analysis and the resistance to bending is based on a plastic model. Analyses for ultimate limit state and serviceability limit state are also conducted by elastic global analysis. This example illustrates the method based on uncracked analysis with limited redistribution. In accordance with clause A1.4.2, EN 1990, serviceability limit states in buildings should take into account criteria related to floor stiffness. The design plastic resistance moment in hogging region is determined in accordance with clause 6.2.1.2, EN 1994‐1‐1, assuming that there is the full shear connection between structural steel, reinforcement and concrete. The appropriate shear connection needs to be provided to ensure yielding of the reinforcement in tension.
Calculation of Continuous Beam Over Two Spans by Means of Elastic–Plastic Procedure
Dujmović, Darko (Autor:in) / Androić, Boris (Autor:in) / Lukačević, Ivan (Autor:in)
08.12.2014
66 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Continuous beams over three spans
| Engineering Index Backfile | 1929
Continuous beams over three spans
| Engineering Index Backfile | 1928
Continuous Beams over Three Spans
| ASCE | 2021