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TECHNICAL PAPER                                            COLLECTOR’S EDITION






                               Specimen    Cracking stage    Ultimate stage   P um    Type of    TPercentage  Percentage
                                                                                       failure    ultimate   ultimate
                                         Lo.cation   Cracking  Ultimate  Location  P cr             load      load as
                                            of      load     load                                 with solid   per IS code
                                         first crack  P cr    P um                                  beam

                                  B 3    Opening     3.9      9.0    Midspan  2.3      Flexure       99         115
                                  B 4    Opening     3.5      6.0   Opening   1.7      Shear         66         115

                                  B 5    Opening     4.5      8.0   Opening   1.8      Shear         88         142
                                                                                     Secondary
                                                                                       hinging
                                                                                     mechanism

                                  B 6    Midspan     2.5      8.0    Opening  3.2      Flexure       88         138
                                                             (11.5)*                               (126)*
                                  B 7    Midspan     4.5      11.5   Midspan  2.5      Flexure      126         119

                                  B 8    Midspan     5.0      13.8  Opening   2.8      Flexure      151         140
                                  B 9    Midspan     4.5      9.1    Midspan  2.0      Flexure      100         80



                              (v)  Trimming  opening  with  reinforcement  does   2.  Gene Corley, W., Parmelee, Hanson.  M., and
                                  not have any effect either on ultimate capacity   Barney. B., -Behaviour and design of prestressed
                                  or crack pattern.                           concrete beams with large web openings’. PCI-
                              (vi)  Vertical strrrups and hooks provided adjacent   Journal November/December 1977. Vol 22. pp.
                                  to openings contain cracking.               32-61.
                              (vii)  Compressive  struts  and  tensile  struts  carry   3.  Abdus  Salam  and  Jack  Harop..  ‘Prestressed
                                  the external shear in proportion to their cross-  concrete beams with transverse circular holes’,
                                  sectional areas.                            Journal of the SIntetural Division. ASCE, March
                              (viii)  Deflections of beams with openings are well   1979, pp. 635.
                                  within  those  allowed  by  the  I.S.  codes:  the
                                                                            4.  Nasser.  W..  Acavalos.  A  and  Daniel.  H.  R..
                                  influence of openings on deflection is minor
                                                                              ‘Behaviour  and  design  at  large  openings  in
                                  in properly reinforced beams.
                                                                              Reinforced concrete beams’. ACI- Journal, January
                              References                                      1967. Vol 64, pp. 25-33.

                              1.  Ragan. H. S.. and Warwaruk. J. ‘Tee members with   5.  Barker. M., ‘Discussion on behaviour and design
                                 large web openings. PCI-Journal . August 1967,   of large opening in reinforced concrete beam’,
                                 Vol. 12 pp. 52-65.                           ACI-Journal, July 1967, Vol 64, pp. 418422.











                              V. Dinakaran, Consulting Engineer. Bangalore.
                              M. K. L. N. Sastry. Faculty of Civil Engineering, Bangalore University, Bangalore


                                46    The Indian Concrete Journal | November 2018
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