Load distribution for beams reinf. conc. wall
Load distribution for beams reinf. conc. wall
(OP)
Can you use a triangluar load distribution for a beam supporting an opening in a reinforced poured concrete wall (M=wl/6)?
When was the last time you drove down the highway without seeing a commercial truck hauling goods?
Download nowINTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS Come Join Us!Are you an
Engineering professional? Join Eng-Tips Forums!
*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail. Posting GuidelinesJobs |
Load distribution for beams reinf. conc. wall
|
RE: Load distribution for beams reinf. conc. wall
1. Do you have a lintel cast monolithically with the concrete wall or some other type of beam that's not cast with the wall?
2. What are the proportions of the opening including the amount of monolithic concrete above and to each side of the opening?
3. Do you have concentrated loads within this triangular region?
4. Do you have any joints in the wall near this opening, especially at the corners?
DBD
RE: Load distribution for beams reinf. conc. wall
For specifics, I agree with DBDavis.
RE: Load distribution for beams reinf. conc. wall
RE: Load distribution for beams reinf. conc. wall
DaveAtkins
RE: Load distribution for beams reinf. conc. wall
DBD
RE: Load distribution for beams reinf. conc. wall
RE: Load distribution for beams reinf. conc. wall
RE: Load distribution for beams reinf. conc. wall
Dik