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)?
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Load distribution for beams reinf. conc. wall
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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