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As3600 9.7 load on beam
- Thread starter Smoulder
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Yes, if I understand your question correctly. This is for a beam supporting a slab which has a concentrated load. The reaction from the concentrated load can be distributed over the length bef.
I suppose it could happen that you have a lintel beam which is quite short relative to slab span. Sometimes the load could end up distributed over a length greater than the beam span.
I suppose it could happen that you have a lintel beam which is quite short relative to slab span. Sometimes the load could end up distributed over a length greater than the beam span.
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