COMMENTS ON THE APPROXIMATE ELASTIC ANALYSIS OF CONTINUOUS NONPRESTRESSED REINFORCED CONCRETE BEAMS AND PORTAL FRAMES
Abstract
Approximate analyses methods have been remained important for professional engineers and engineering students, and also it is important in structural analysis specially during preliminary designs. The moment coefficients of two, three, four and five multi-spans continuous nonprestressed reinforced concrete beams are determined and compared with AC I- coefficient method taking different groups of span combinations into consideration. The results show that the ACI- coefficient method of elastic analysis is safe and conservative except at internal support bending moment of (wL2/10) is suggested at both side of the support and (wL2/12) (w is the total factored loads) is suggested at first and last fixed support. Negative moment appears at some midspan and positive moment appears at supports in some span combinations, which is opposite to that obtained by ACI – method. For this reason, designer engineers should take this point into mind in analyzing the continuous beams. Also, the effect of the ratio of beam to column stiffness and height of the column on the end moments and midspan moments of the beams and columns are considered for portal frame.
Downloads
References
ACI Code (2014); "Building Code Requirements for Structural Concrete and Commentary", ACI 318-2014, American Concrete Institute, Forming Hills, MI 48331, USA; 520pp.
John L. and Rajendran M. G. (2013), "Comparative Studies on Exact and Approximate Methods of Structural Analysis", International Journal of Engineering Research and Applications (IJERA), Vol. 3, Issue 2, March-April, pp. 764-769.
JingHai Wu, Engr. (1995), “Approximate analysis of building frames for vertical loads” - Journal of Structural Engineering, Vol. 121. No.4., April, pp. 784-787.
R. A. Behr (1989), “Potential errors in approximate methods of structural analysis” , Journal of Structural Engineering, Vol. 115, No. 4, April, pp. 1002-1005.
R. A. Behr, E. J. Grotton, and C. A. Dwinal (1990) “Revised method of approximate structural analysis”, Journal of Structural Engineering, Vol. 116, No. 11, November, pp. 3242-3248.
Marefat M. S. and Farzanian M. Sh. (2008), "Evaluation of Momenet Redistribution Demand in Contiuous Constructions under Gravity and Seismic Loads", The 14th Conference on Earhquake Engineering, October 12-17, Beijing, China.
Varia D.J. and Patel H. S.(2015), "Comparative Study of Classical Method and Relative Deformation Coefficient Approach for Contiuous Beam Analysis", International Journal of Civil Engineering and Technology (IJCIET), Vol. 6, Issue 11, November, pp. 164-172.
Varia D.J. and Patel H. S., "Parametruc Study of An Innovative Approximate Method of Continuous Beam", International Journal of Engineering Development and Research (IJEDR), IJEDR B02003, www. ijedr.org, editer@ijedr.org, pp. 12-16.
Varia D.J. and Patel H. S. (2015), "Analysis of Statically Indeterminate Beams Using an Innovative Approximate method", International Journal on recent and Innovation Trends in Computing and Communication, Vol. 3, Issue 2, Febreury, pp. 11-13.
Kolekar D. M. and Pawat M. M. (2017), "Evaluation of Shear and Moment Coefficient for Continuous Beam Considering Seiemic Forces", IJESC, Vol. 7, Issue No. 6, November.
It is the policy of the Journal of Duhok University to own the copyright of the technical contributions. It publishes and facilitates the appropriate re-utilize of the published materials by others. Photocopying is permitted with credit and referring to the source for individuals use.
Copyright © 2017. All Rights Reserved.