9786203929669 - design of rcc composite beams: studies on brick and rcc composite beams de kumar, piyush; kumar, shakti (5 resultados)
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Librería: preigu, Osnabrück, Alemaniapreigu
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Taschenbuch. Condición: Neu. Design of RCC Composite Beams | Studies on Brick and RCC Composite Beams | Piyush Kumar (u. a.) | Taschenbuch | Englisch | 2021 | LAP LAMBERT Academic Publishing | EAN 9786203929669 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot…]de | Anbieter: preigu.
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Librería: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, AlemaniaBuchWeltWeit Ludwig Meier e.K.
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Taschenbuch. Condición: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -The main objective of this thesis is to study replacement of concrete by bricks. In reinforced concrete beams strength of concrete lying the neutral axis [just above and below] is not fully utilized. So near the neutral axis as well… in tension zone concrete has been replaced by bricks in order to reduced weight and cost of beams. An experimental program is conducted on six simply supported concrete beams. All six beams cast in 2 different groups and every group having 3 beams. The first group of beams are of reinforced concrete beams and second group of beams are composite beams. Both groups of beam compare with each other. The deflection readings are taken with the help of dial gauges. The dial gauge are at position L/6, L/3, L/2, 2L/3 and 5L/6, where L is the length of beam. The relationship between load and mid-span deflection are being drawn. 72 pp. Englisch.
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Librería: moluna, Greven, Alemaniamoluna
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Condición: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Kumar PiyushPiyush Kumar worked as an Assistant Professor in the Department of Civil Engineering at the M.G. Institute of Management & Technology in Lucknow, India. He is currently pursuing his Ph.D.Sha…kti Kumar working as an Assista.
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Librería: buchversandmimpf2000, Emtmannsberg, BAYE, Alemaniabuchversandmimpf2000
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Taschenbuch. Condición: Neu. This item is printed on demand - Print on Demand Titel. Neuware -The main objective of this thesis is to study replacement of concrete by bricks. In reinforced concrete beams strength of concrete lying the neutral axis [just above and below] is not fully utilized. So near the neutral axis as well in…tension zone concrete has been replaced by bricks in order to reduced weight and cost of beams. An experimental program is conducted on six simply supported concrete beams. All six beams cast in 2 different groups and every group having 3 beams. The first group of beams are of reinforced concrete beams and second group of beams are composite beams. Both groups of beam compare with each other. The deflection readings are taken with the help of dial gauges. The dial gauge are at position L/6, L/3, L/2, 2L/3 and 5L/6, where L is the length of beam. The relationship between load and mid-span deflection are being drawn.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 72 pp. Englisch.
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Librería: AHA-BUCH GmbH, Einbeck, AlemaniaAHA-BUCH GmbH
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EUR 40,89
Envío por EUR 60,63Se envía de Alemania a Estados Unidos de AmericaCantidad disponible: 1 disponibles
Taschenbuch. Condición: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - The main objective of this thesis is to study replacement of concrete by bricks. In reinforced concrete beams strength of concrete lying the neutral axis [just above and below] is not fully utilized. So near the neutral axis as well in t…ension zone concrete has been replaced by bricks in order to reduced weight and cost of beams. An experimental program is conducted on six simply supported concrete beams. All six beams cast in 2 different groups and every group having 3 beams. The first group of beams are of reinforced concrete beams and second group of beams are composite beams. Both groups of beam compare with each other. The deflection readings are taken with the help of dial gauges. The dial gauge are at position L/6, L/3, L/2, 2L/3 and 5L/6, where L is the length of beam. The relationship between load and mid-span deflection are being drawn.
