r the cantilever beam and loading shown, determine the slope and deflection at point B. e E = 200 GPa 2.6 kN/m B 500 N 44 mm

Determine the maximum deflection for the beam shown by the moment-area method. 50 kN 90 kN B C 6 m 9 m El = constant E= 70 GPa I = 95 (105) mm

%3D Determine the maximum deflection in region AB of the overhang beam. E = 29(10³) ksi and I= 204 in4 6 kip |3 kip 2 kip/ft A C 6 ft 6 ft- 6 ft-

Determine the maximum deflection for the beam shown. 50 kN A 6 m B + 90 kN 1 C 9m- El= constant E-70 GPa 1=95 (106) mm4 9 m D

2. Compute the deflection at midspan of the beam shown. Given: I = 46 x 106 mm*, E × = 200 GPa. Treat rocker at E as a roller. A B P= 18 kN 1 2m 2 m. C 27 D 2m2m E

6. The overhanging steel beam ABC carries a concentrated load P at end C. For portion AB of the beam, (a) determine the maximum deflection (max); (b) evaluate ymax for the following data: W 360 x 101 I = 301 x 106 mm² E = 200GPa P = 250 kN L = 5m a = 1.2m B 0000 a P с

5. Given the beam loaded as shown, determinethe deflection at the free end in terms of EI. Use Conjugate Beam Method 6 kN/m A BA 8 m- -8 m- 24 kN 72 kN

Determine the slope and deflection at point D of the beam shown  Using  the area moment method

For the simply supported steel beam (E=200 GPa ; 1= 129 x 106 mm4) shown in the figure, determine the deflection at B. Assume L = 4m, P = 60 KN, and w = 40KN/m. -8.27 mm O-10.11 mm O-6.30 mm 4/2 O -7.29 mm B W L/27 C