A platform for research: civil engineering, architecture and urbanism
Shear strength of two-span continuous reinforced concrete beams
52 beams tested under concentrated loads to determine effect of continuity on shear strength of statically indeterminate members, contribution of web reinforcement to shear strength, minimum amount of web reinforcement required to prevent shear failures; variables were: type of loading, length of negative moment longitudinal reinforcement, percentage of web reinforcement, and grade of longitudinal reinforcement.
Shear strength of two-span continuous reinforced concrete beams
52 beams tested under concentrated loads to determine effect of continuity on shear strength of statically indeterminate members, contribution of web reinforcement to shear strength, minimum amount of web reinforcement required to prevent shear failures; variables were: type of loading, length of negative moment longitudinal reinforcement, percentage of web reinforcement, and grade of longitudinal reinforcement.
Shear strength of two-span continuous reinforced concrete beams
Am Concrete Inst -- J
Rodriguez, J.J. (author) / Bianchini, A.C. (author) / Viest, I.M. (author) / Kesler, C.E. (author)
1959
42 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Shear strength of two-span continuous reinforced concrete beams with multiple point loading
Engineering Index Backfile | 1962
|Shear strength of deep reinforced concrete continuous beams
UB Braunschweig | 1983
|Shear strength of deep reinforced concrete continuous beams
TIBKAT | 1983
|Reinforced concrete two-span continuous deep beams
British Library Online Contents | 1998
|Diagonal tension strength of reinforced concrete T-beams with varying shear span
Engineering Index Backfile | 1957
|