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Ultimate strength design of prestressed concrete members
Basic assumptions are that strains vary linearly across section, and that concrete fails in compression when it reaches strain of 0.003; in addition, empirical factors are assumed to obtain resultant compressive force in concrete and position of this force; as example, ultimate moment is calculated for beam.
Ultimate strength design of prestressed concrete members
Basic assumptions are that strains vary linearly across section, and that concrete fails in compression when it reaches strain of 0.003; in addition, empirical factors are assumed to obtain resultant compressive force in concrete and position of this force; as example, ultimate moment is calculated for beam.
Ultimate strength design of prestressed concrete members
Commonwealth Engr
Reynolds, G.C. (author)
1959
2 pages
Article (Journal)
English
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