Answer Happy

For the cantilever beam with L-20 m and w40 kN/m, w M WL 24 А B 12 1/2- a) Determine the slope at C of the beam. Use /- 7.500x10mm and E-200GPa. (Hint: Use the Beam Deflections and Slopes Table on page A29, Beer et al., Textbook or the Table shown below) 0c = = radian b) Determine the deflection at point mm (insert" "sign if the deflection is downward)
Appendix D Beam Deflections and Slopes Maximum Elastic Curve Deflection Slope at End Beam and Loading Equation of Elastic Curve PL ЗГІ PL 21 GER 312") 62"x") BEZ GE 2471 MI 21 ML ET 21 주 PL PL IGET Torx sit P - GEN - 3) 48 For a> : Pb(E-bº) SVE Fors: PD Pb(!) GEN SEL b) A at. L- 3 Pat- GEIL For Pab 3EIL EL 38 LEI 247 241