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182            SECTION 2                                        STRENGTHENING AND REPAIR WORK



                        Step 5
                            V  3 V  4 V  4 V  (AASHTO Section 5.8.3.3-1)
                             n
                                  c
                                            p
                                       s
                            V  4 V  3 0.25 f1  b  d  4 V  (AASHTO Section 5.8.3.3-2)
                                                     p
                                  s
                                                 v
                             c
                                           c
                                              v
                            V  3 0.083     f1  b  d  (AASHTO Section 5.8.3.3-3)
                                               v
                                           c
                             c
                                             v
                            V  3 A  f  d (cot 0 4 cot  ) sin  /s (AASHTO Section 5.8.3.3-4)
                                  v y
                                      v
                             s
                            V 3 V /)  6 0.083     f1  b  d v
                             s
                                    v
                                                    v
                                  u
                                                  c
                        Step 6
                            If A  3 200 mm 2
                               v
                            Calculate spacing from three conditions and select minimum
                             1.  s   A  f  d cot 0/V s
                                         v
                                     v y
                            Check for minimum spacing required by AASHTO
                              s   A  f /0.083   f1  b (AASHTO Section 5.8.2.5)
                                                  v
                                     v y
                                                c
                             2.  s   0.8 d    600 mm if Vu : 0.1 f1  b  d v
                                                                 v
                                                               c
                                        v
                              s   0.4 d    300 mm if V    0.1 f1  b  d v
                                                                v
                                        v
                                                              c
                                                      u
                        Step 7
                            Check adequacy of longitudinal reinforcement. If reinforcement given by AASHTO Section

                        5.8.3.5 is not satisfied, increase longitudinal or transverse reinforcement (stirrups).
                             A  f    M /d  )  4 (V /)  6 0.5 V ) cot 0
                                      u
                                                           s
                                           f
                                        v
                               s y
                                                u
                                                   v
                            Increasing V to satisfy
                                      s
                             V    2 (V /)  6 [A  f  6 M /d  ) ] tan 0)
                                                        v
                                                          f
                                                      u
                                                y
                                               s
                               s
                                      u
                                          v
                             s   A  f  d  cot 0/V s
                                       v
                                   v y
                                        M /d  )  4 (V /)  6 0.5 V ) cot 0
                            Increase A     u  v  f  u  v       s
                                    v
                                                       f y
                        BIBLIOGRAPHY
                        Analysis and Design
                        ACI 318-89
                        Barker and Puckett, Design of Highway Bridges: An LRFD Approach, 2nd Edition, J. Wiley & Sons,
                            2006.
                        Benham, P. P. and F. V. Warnock, Mechanics of Solids and Structures, Pitman Publishing, 1973.
                        Boresi, A. P. and R. J. Schmidt, Advanced Mechanics of Materials, 6th Edition, J. Wiley & Sons, 2002.
                        Bridge Design Guidelines, Florida Department of Transportation, 2005.
                        Bridge Design Manual, New Jersey Department of Transportation (Sections 45 and 46 developed by
                            Mohiuddin Ali Khan).
                        Bridge Design Manual, 2005, New York State Department of Transportation.
                        Bridge Design Manual, 2005, Ohio Department of Transportation.
                        Brockenbrough, R. L. and B. G. Johnston, Steel Design Manual, U.S. Steel Corporation.
                        Design Manual, Part 4, Volume 1, Structures, Pennsylvania Department of Transportation.
                        International Handbook of Earthquake Engineering: Codes, Programs, and Examples (IHEE), Kluwer
                            Academic Publishers, 1995.
                        Khan, Mohiuddin Ali, “Elastic Composite Action in Slab-Frame Systems,” The Structural Engineer,
                            London, 1970.
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