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A platform for research: civil engineering, architecture and urbanism
Design of stirrups in reinforced concrete beams
Mechanism of failure in reinforced concrete beams in which shear forces might cause diagonal cracking is discussed, together with design of shear reinforcement in form of vertical stirrups or inclined bars or both to preclude possibility of failure; development and evaluation of new method for proportioning stirrups.
Design of stirrups in reinforced concrete beams
Mechanism of failure in reinforced concrete beams in which shear forces might cause diagonal cracking is discussed, together with design of shear reinforcement in form of vertical stirrups or inclined bars or both to preclude possibility of failure; development and evaluation of new method for proportioning stirrups.
Design of stirrups in reinforced concrete beams
Arch Science Rev
Taylor, R. (author)
1964
6 pages
Article (Journal)
English
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