Slope at the end of a simply supported beam of span l with uniformly distrubted load w/unit length over the entire span is given by

where El is flexural rigidity of the beam

- 1
  
  $\frac{w l^{2}}{16 E l}$
- 2
  
  $\frac{w l^{3}}{16 E l}$
- 3
  
  $\frac{w l^{3}}{24 E l}$
- 4
  
  $\frac{w l^{2}}{24 E l}$

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