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New method of calculation for determination of bending moments in truss members which affect carrying capacity of statically determinant reinforced concrete trusses at ultimate load is obtained by application of Murashov's theory of stiffness; given example shows that at ultimate load, bending moments reduce carrying capacity of reinforced concrete trusses more than bending moments obtained by elastic analysis.
New method of calculation for determination of bending moments in truss members which affect carrying capacity of statically determinant reinforced concrete trusses at ultimate load is obtained by application of Murashov's theory of stiffness; given example shows that at ultimate load, bending moments reduce carrying capacity of reinforced concrete trusses more than bending moments obtained by elastic analysis.
Bending moments in statically determinant reinforced concrete trusses at ultimate load
Indian Concrete J
Petcu, V. (author)
1960
3 pages
Article (Journal)
English
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