P = 800 kips The beam column shown is braced against sidesway with bending about the strong axis. The beam-column is made of a W 30 x 108 section of A992 steel. If lateral support is provided only at...


P = 800 kips<br>The beam column shown is braced<br>against sidesway with bending about<br>the strong axis. The beam-column is<br>made of a W 30 x 108 section of<br>A992 steel. If lateral support is<br>provided only at both ends and both<br>ends are fixed, what is the maximum<br>permissible applied distributed load<br>(@,) that this member can carry?<br>20 ft<br>@y = ? k/ft<br>W 30 x 108<br>A 992 Steel<br>P= 800 kips<br>

Extracted text: P = 800 kips The beam column shown is braced against sidesway with bending about the strong axis. The beam-column is made of a W 30 x 108 section of A992 steel. If lateral support is provided only at both ends and both ends are fixed, what is the maximum permissible applied distributed load (@,) that this member can carry? 20 ft @y = ? k/ft W 30 x 108 A 992 Steel P= 800 kips

Jun 11, 2022
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