Page 180 - Civil Engineering Formulas
P. 180

CONCRETE FORMULAS                 117

             TENSILE STRENGTH OF CONCRETE

             The tensile strength of concrete is used in combined-stress design. In normal-
             weight, normal-density concrete the tensile strength can be found from

                                             2
                              f r   7.5  2 c    lb/in  in USCS units  (5.5)
                                      f
                                      f
                              f r   0.7  2 c    MPa in SI units
             REINFORCING STEEL

             American Society for Testing and Materials (ASTM) specifications cover ren-
             forcing steel. The most important properties of reinforcing steel are

                                     2
             1. Modulus of elasticity E , lb/in (MPa)
                                s
                               2
             2. Tensile strength, lb/in (MPa)
                                 2
             3. Yield point stress f , lb/in (MPa)
                             y
             4. Steel grade designation (yield strength)
             5. Size or diameter of the bar or wire
             CONTINUOUS BEAMS AND ONE-WAY SLABS


             The ACI  Code gives approximate formulas for finding shear and bending
             moments in continuous beams and one-way slabs. A summary list of these for-
             mulas follows. They are equally applicable to USCS and SI units. Refer to the
             ACI Code for specific applications of these formulas.


             For Positive Moment

               End spans
                 If discontinuous end is unrestrained             wl n  11
                                                                   2
                                                                   2
                 If discontinuous end is integral with the  support  wl n  14
               Interior spans                                     wl n  16
                                                                   2
             For Negative Moment

               Negative moment at exterior face of first interior
               support
                                                                    2
                 Two spans                                         wl n  9
                                                                   2
                 More than two spans                              wl n  10
               Negative moment at other faces of interior supports  wl n  11
                                                                   2
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