![Deflection of flexible link SOLUTION L=500 mm E=2×10 5 N/mm 2 w=80 mm... | Download Scientific Diagram Deflection of flexible link SOLUTION L=500 mm E=2×10 5 N/mm 2 w=80 mm... | Download Scientific Diagram](https://www.researchgate.net/publication/281405197/figure/fig1/AS:391454477307909@1470341428545/Deflection-of-flexible-link-SOLUTION-L500-mm-E210-5-N-mm-2-w80-mm-t1-mm-W20-KN-m.png)
Deflection of flexible link SOLUTION L=500 mm E=2×10 5 N/mm 2 w=80 mm... | Download Scientific Diagram
![SOLVED: Text: Question Three [10 marks] w kN/m The deflection of a propped cantilever beam under a uniformly distributed load, w, as shown above can be computed with the following formula: y(x) = SOLVED: Text: Question Three [10 marks] w kN/m The deflection of a propped cantilever beam under a uniformly distributed load, w, as shown above can be computed with the following formula: y(x) =](https://cdn.numerade.com/ask_images/bae65c7d566746a389469f6cd133231d.jpg)
SOLVED: Text: Question Three [10 marks] w kN/m The deflection of a propped cantilever beam under a uniformly distributed load, w, as shown above can be computed with the following formula: y(x) =
A shear force of 100 kN and a sagging moment of 80 kN-m act at a certain cross-section of rectangular beam 100 mm - Sarthaks eConnect | Largest Online Education Community
![SOLVED: The deflection of a propped cantilever beam under uniformly distributed load, w, as shown above can be computed with the following formula: y(x) = √(w * L^4 - 3 - 48E) SOLVED: The deflection of a propped cantilever beam under uniformly distributed load, w, as shown above can be computed with the following formula: y(x) = √(w * L^4 - 3 - 48E)](https://cdn.numerade.com/ask_images/dcf5e6b86ebb40e390516e623ea2f2f6.jpg)