Question: 1 0 - 1 9 . The beam shown in Fig. P 1 0 - 1 9 is a W 1 2 xx 4 0

10-19. The beam shown in Fig. P10-19 is a W12 xx40 of A992-Grade 50 steel and has lateral
support of the compression flange at the ends and at the points of the concentrated loads.
The two concentrated loads are service live loads. Check the beam for shear, and for Web
Local Yielding and Web Local Crippling at the concentrated load if l_(b)=6 in. Neglect the
self-weight of the beam. (Ans. Shear, N.G., Web Local Crippling and Web Local Yielding,
OK)
Figure P10-19 determine LFRD way
1 0 - 1 9 . The beam shown in Fig. P 1 0 - 1 9 is

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