Question: 1 5 - 2 9 to 1 5 - 3 2 See Figs. P 1 5 - 2 9 to P 1 5 - 3

15 - 29

15 - 32

See Figs. P

15 - 29

to P

15 - 32 .

Each of the beams is subjected to the service loads shown. The weight of the beam is already included in the dead load. Select the lightest W shape using A

36

steel and the LRFD method. Assume that the compression flange is fully braced and that localized buckling will not occur.

FIGURE P

15 - 30

1 5 - 2 9 to 1 5 - 3 2 See Figs. P 1 5 - 2 9 to P

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