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Distribution of loads in precast prestressed concrete members without diaphragms
Technique for computing load distribution between loaded beams and adjacent variably loaded beams is meant expressly for analyzing idealized structure, response of whose members to flexural and torsional stresses are known; example of bridge consisting of 6 precast T-beams given.
Distribution of loads in precast prestressed concrete members without diaphragms
Technique for computing load distribution between loaded beams and adjacent variably loaded beams is meant expressly for analyzing idealized structure, response of whose members to flexural and torsional stresses are known; example of bridge consisting of 6 precast T-beams given.
Distribution of loads in precast prestressed concrete members without diaphragms
Prestressed Concrete Inst -- J
Nathan, N.D. (author)
1963
14 pages
Article (Journal)
English
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