Department of Civil Engineering, N-W.F.P UET, Peshawar
Design of Retaining Walls
qmax, min = N/A ± Mc/I = Rv/3a ± Rv(3a/2 – a) (3a/2)/{(3a)3/12} = Rv/3a ± Rv(3a2/4)/{(3a)3/12} = Rv/3a ± Rv/3a qmax = 2Rv/3a qmin = 0
Related Images:
Figure 12: Retaining wall stem under construction.
Prof Dr. Qaisar Ali (http://www.eec.edu.pk)
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