Biaxial bending of columns with unsymmetrical T sections (working stress design by computers)

dc.contributor	Graduate Program in Civil Engineering.
dc.contributor.advisor	Tezcan, Semih S.,
dc.contributor.author	Tunca, Tamer.
dc.date.accessioned	2023-03-16T10:52:38Z
dc.date.available	2023-03-16T10:52:38Z
dc.date.issued	1969.
dc.description.abstract	A numerical method of working stress design of reinforced concrete columns with unsymmetrical T-shaped sections subjected to biaxial bending and axial force is presented. The design procedure, modified on the basis of Turkish Building Code requirements, is similar to Rüdinger's and Chu's iterative solution methods in which the stress at any point is found from a general formula for unsymmetrical bending of unsyrunetrical sections. The formulation derived for T-sections is readily applicable to L-shaped as well as to rectangular sections. The tileory includes the cases in which the eccentricities exceed the cracking limit of the section. A computer program is given and one complete numeric example is included.
dc.format.extent	30 cm.
dc.format.pages	53 leaves;
dc.identifier.other	CE 1969 T83
dc.identifier.uri	https://digitalarchive.library.bogazici.edu.tr/handle/123456789/14090
dc.publisher	Thesis (M.S.)- Robert College. Institute for Graduate Studies in Science and Engineering, 1969.
dc.relation	Includes appendices.
dc.relation	Includes appendices.
dc.subject.lcsh	Columns, Concrete.
dc.subject.lcsh	Reinforced concrete.
dc.title	Biaxial bending of columns with unsymmetrical T sections (working stress design by computers)

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