Distributed loads are those which are spread over a certain length or a certain area. An example is the wall erected on top of a beam. Another is the wind pressure against a wall. The load or pressure exerted at each individual point along the member is the intensity of the loading.
To be able to solve for the reactions on the member, these distributed loads should be reduced to concentrated loads. The reason being, with a concentrated load, there is a specific moment arm (from the pivot to the centroid of the distributed load). The same procedure of finding reactions (on a beam with concentrated loads) will be followed.
| EXAMPLE 4.3.2. BEAM SUPPORT REACTIONS FOR CONCENTRATED LOADS |
| EXAMPLE 4.3.3. BEAM SUPPORT REACTIONS FOR CONCENTRATED LOADS AND MOMENTS |
| EXAMPLE 4.3.4. BEAM SUPPORT REACTIONS FOR CONCENTRATED LOADS AND MOMENTS |
| EXAMPLE 4.3.5. BEAM SUPPORT REACTIONS FOR CONCENTRATED LOADS AND MOMENTS |
| EXAMPLE 4.3.6. BEAM SUPPORT REACTIONS FOR UNIFORMLY DISTRIBUTED LOADS |
| EXAMPLE 4.3.7. BEAM SUPPORT REACTIONS FOR UNIFORMLY DISTRIBUTED LOADS |
| EXAMPLE 4.3.8. BEAM SUPPORT REACTIONS FOR UNIFORMLY DISTRIBUTED LOADS |
| EXAMPLE 4.3.9. OVERHANGING BEAM SUPPORT REACTIONS FOR UNIFORMLY DISTRIBUTED LOADS |
| EXAMPLE 4.3.10. BEAM SUPPORT REACTIONS FOR UNIFORMLY DISTRIBUTED LOADS AND CONCENTRATED LOADS |
| EXAMPLE 4.3.11. BEAM SUPPORT REACTIONS FOR UNIFORMLY DISTRIBUTED LOADS AND CONCENTRATED LOADS |
| EXAMPLE 4.3.12. BEAM SUPPORT REACTIONS FOR CONCENTRATED LOADS AND SELF-WEIGHT |
| EXAMPLE 4.3.13. BEAM SUPPORT REACTIONS FOR DISTRIBUTED LOADS AND SELF-WEIGHT |
| EXAMPLE 4.3.14. BEAM SUPPORT REACTIONS FOR TRIANGULAR LOADS |
| EXAMPLE 4.3.15. BEAM SUPPORT REACTIONS FOR TRIANGULAR LOADS |
| EXAMPLE 4.3.16. BEAM SUPPORT REACTIONS FOR TRAPEZOIDAL LOADS |
| EXAMPLE 4.3.17. BEAM SUPPORT REACTIONS FOR TRAPEZOIDAL LOADS |
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