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Practical calculation of stiffness and deflections of cracked reinforced concrete members
Approximate method for taking into account contribution of web to stiffness of T beams with thin, narrow flanges, and contribution of compressive reinforcement to stiffness of T beams; simple criterion for limiting slenderness of reinforced concrete member is devised for practical use; equations of slenderness criteria for slabs and beams are given for cases in which ratio of maximum deflection to span length is put equal to 1/ 200 for slabs, and to 1/300 for beams. (In Swedish with English summary)
Practical calculation of stiffness and deflections of cracked reinforced concrete members
Approximate method for taking into account contribution of web to stiffness of T beams with thin, narrow flanges, and contribution of compressive reinforcement to stiffness of T beams; simple criterion for limiting slenderness of reinforced concrete member is devised for practical use; equations of slenderness criteria for slabs and beams are given for cases in which ratio of maximum deflection to span length is put equal to 1/ 200 for slabs, and to 1/300 for beams. (In Swedish with English summary)
Practical calculation of stiffness and deflections of cracked reinforced concrete members
Praktisk beregning av stivhet og nedboyninger for revnet, armert betong
Larsen, P.K. (author) / Vigerust, G. (author)
Nordisk Betong ; 10
1966
20 pages
Article (Journal)
Swedish
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