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.M" =. ~ - T (d- a/2) =~ As/s (d .- a/2) = 0.9Q(3426)(392.465)(490- 251.77/2) = 440,625,240N-min M,. = 440.6 kN-m. PROBLEM'' 2.15 . Compute the ultimate moment cap~city of the beam shown in FiguJ;e 2.7. Assume fy = 34~ MPa and f, = 21 MPa. 125 125 125. Flgure2.7 . E e " 375mm CHAPTER 2 -ANALYSIS AND DESiGN OF BEAMS. 61
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V. Spacing of stirrups: Spacing, s = Av /y d; See Figure 4,2 in Page131 for the value of Av. vs If s 25 mm, increase the value of Av by either using a bigger bar size or adding more shear area. 134 REINFORCED CONCRETE DESIGN Maximum spacing, s: t fj''; bw d, When V. > t fj''; bw d, (a) When Vs ~ (b) Smax Smax = d/2 or 600 mm = dj 4 or 300 mm VI ...
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