For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at C (positive if counterclockwise and negative if clockwise). (b) the deflection of the beam at C. Assume LAB = 220 mm, LBc = 150 mm, LcD = 120 mm, LDE = 270 mm, Mg= 280 N-m, P = 1140 N and a constant value of El = 500 × 10ó N- mm2 for the beam. MB B |C D LAB LBC LcD LDE Answers: (a) Oc = rad (b) Vc= mm

3) An overhanging beam is loaded as shown in the figure. Using EI = 20.48x106 N-m², determine the deflection at the overhanging end. Use Bracket Function. A 1m 100 N-m B 1m C 100 N/m 2m Ꭰ 3m 200 N E

For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the beam at C. Assume a constant value of El = 27 x 106 lb-ft² for the beam; w₁ = 6200 lb/ft, LAB = 7.0 ft, Lgc = 15 ft. Lcd = 8 ft. Wo X LBC LCD LAB Answer: (a) 0g = (b) vc= B rad in. D

For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at C (positive if counterclockwise and negative if clockwise). (b) the deflection of the beam at C. Assume LAB = 250 mm, LBC= 170 mm, LCD= 130 mm, LDE = 310 mm, Mp = 270 N-m, P = 1610 N and a constant value of EI = 590 × 106 N- mm2 for the beam. P MB B D LAB LBC LCD LDE Answers: (а) Ос 3 rad (b) vc = mm