W

Table 6.5 The position and value of the maximum bending stress in a single tapered beam when subjected to different loading conditions

Loading condition Position of maximum Section modulus at the on a simply bending stress measured position of maximum supported tapered from the end where the stress, W

beam depth is hs, x

Uniformly distributed load, qd

Maximum bending stresses in the section at x, ffm,a,d, qdx (L — x )

Point load at mid span, Q d when x

0 0

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