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Design charts for prestressed concrete continuous beams of uniform section
Method for calculating economical span ratios and correct depth for beams of three spans subject to moving uniform live load and single point load; effects of specified deflection, initial stress, haunches, unsymmetrical T sections, cable "cover" and large superimposed deadload; I beams found more economical than haunched or simply supported beams.
Design charts for prestressed concrete continuous beams of uniform section
Method for calculating economical span ratios and correct depth for beams of three spans subject to moving uniform live load and single point load; effects of specified deflection, initial stress, haunches, unsymmetrical T sections, cable "cover" and large superimposed deadload; I beams found more economical than haunched or simply supported beams.
Design charts for prestressed concrete continuous beams of uniform section
Instn Civ Engrs -- Proc
Robertson, R.G. (author)
1958
20 pages
Article (Journal)
English
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