Versions Compared

Old Version 23

changes.mady.by.user Ondrej

Saved on

compared with

New Version Current

changes.mady.by.user Ondrej

Saved on

Key

  • This line was added.
  • This line was removed.
  • Formatting was changed.


Show if
groupeditors

TO DO:

  • Provide example with solutions and midspan-moment checks for a 3-span continuous beam subjected to uniform and point loading.

The pattern live-load factor (Pllf) is intended to account for variability in the live-load arrangement on a structure. Since live-load pattern is not automated, Pllf approximates its design effect.

...

  • Mpos MAX - maximum positive midspan design moment assuming a simply-supported condition with no continuity for live load

    Given point loading, Mpos MAX would be calculated similarly as for uniform loading, in which a simply supported condition is assumed and the live-load factors specified are applied.


Show if
groupeditors

Related Emails:

  • Email "Wiki entry on pattern live load": (ok → rs, 10/25/2010, ID 7635351)