Moment Distribution and Calculation of Steel Reinforcing in Concrete Beams Using Computer Analysis PDF Download
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Author: Michael Saxton (University of Manitoba student)
Publisher:
ISBN:
Category :
Languages : en
Pages : 146
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Book Description
Author: Michael Saxton (University of Manitoba student)
Publisher:
ISBN:
Category :
Languages : en
Pages : 146
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Book Description
Author: P. C. Varghese
Publisher: PHI Learning Pvt. Ltd.
ISBN: 8120336151
Category : Technology & Engineering
Languages : en
Pages : 452
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Book Description
It explains step-by-step procedure for the design of each type of foundation with the help of a large number of worked-out examples. The book provides an in-depth analysis of topics, such as wall footings, balanced footings, raft foundations, beam and slab rafts, pile caps and pile foundations.
Author: Mohammad Mafizul Islam
Publisher:
ISBN:
Category :
Languages : en
Pages : 214
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Book Description
In the Australian Standard, AS 3600-2001, the neutral axis parameter Ku is used as a convenient, but approximate, parameter to design for moment redistribution in building frames. The research work reported herein was conducted to obtain complete information regarding moment redistribution of beams and one-way slabs using 500 MPa steel reinforcement. A computer based iterative numerical method was developed to analyse reinforced two-span continuous concrete beams and one-way slabs. The method takes into account the material and geometrical non-linearities in the calculations. The deflected shape of the beam and one-way slab was calculated by dividing the span length into a number of rigid segments. The program also calculates the failure load and extent of moment redistribution. The analytical method was verified against the test results reported in the literature. The analytical results for load-deflection graphs and moment redistribution showed a good agreement with the test results. A parametric study was conducted using analytical method. The results of this study showed that moment redistribution depends not only on the neutral axis parameter (Ku) but also on the ratio of neutral axis parameter (Ku-/Ku+), ultimate steel strain (Đs̊u) and concrete compressive strength (fc). Keywords: Analysis, ductility, moment redistribution, neutral axis parameter, nonlinear, reinforced concrete, and steel reinforcement.
Author: Mohsen M. Farahany
Publisher:
ISBN:
Category : Concrete beams
Languages : en
Pages : 252
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Book Description
Author: Bruce R. Ellingwood
Publisher:
ISBN:
Category : Building
Languages : en
Pages : 84
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Book Description
Methods for analytically predicting the behavior of simply supported reinforced concrete beams subjected to fire are presented. This is generally a two-step process involving a thermal analysis followed by a stress analysis. This study emphasizes the latter, wherein the determination of moment-curvature-time relationships for the beam cross section incorporates the temperature-dependent strength degradation in the steel and concrete as well as thermal and creep strains. The sensitivity of the predictions to various phases of analytical modeling is investigated to establish the parameters most important for the prediction of beam behavior and to indicate where additional data should be gathered. A comparison of predicted behavior with that observed in fire tests shows excellent agreement when realistic reinforcement temperature histories are used.
Author: A. Allen
Publisher: CRC Press
ISBN: 1482288869
Category : Architecture
Languages : en
Pages : 256
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Book Description
This highly successful book describes the background to the design principles, methods and procedures required in the design process for reinforced concrete structures. The easy to follow style makes it an ideal reference for students and professionals alike.
Author: Bruce R. Ellingwood
Publisher:
ISBN:
Category : Building
Languages : en
Pages : 88
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Book Description
Methods for analytically predicting the behavior of simply supported reinforced concrete beams subjected to fire are presented. This is generally a two-step process involving a thermal analysis followed by a stress analysis. This study emphasizes the latter, wherein the determination of moment-curvature-time relationships for the beam cross section incorporates the temperature-dependent strength degradation in the steel and concrete as well as thermal and creep strains. The sensitivity of the predictions to various phases of analytical modeling is investigated to establish the parameters most important for the prediction of beam behavior and to indicate where additional data should be gathered. A comparison of predicted behavior with that observed in fire tests shows excellent agreement when realistic reinforcement temperature histories are used.
Author: Durga Pada Ray
Publisher:
ISBN:
Category : Reinforced concrete construction
Languages : en
Pages : 344
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Book Description
Author: H. G. Geymayer
Publisher:
ISBN:
Category : Aluminum
Languages : en
Pages : 134
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Book Description
Author: YCT Expert Team
Publisher: YOUTH COMPETITION TIMES
ISBN:
Category : Antiques & Collectibles
Languages : en
Pages : 306
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Book Description
2023-24 MPSC M.E.S.(Mains) Civil Engineering Solved Papers
