34. Two bars AO and BO are of uniform area 'A' and are hinged at O. What is the vertical deflection at O when elastic modulus is uniform. A B L 45° 45° W

Use CONJUGATE BEAM METHOD to Determine the following: A central beam BD is joined at hinges to two cantilever beams AB and DE. All beams have the cross-section shown. For the loading shown, determine the largest w so that the deflection at C does not exceed 3mm. Use E=200 GPa. w 12 mm |A C D E Hinge `Hinge 24 mm 0.4 m 0.4 m 0.4 m 0.4 m

For the beam and loading shown, use discontinuity functions to compute: (a) the slope 0A of the beam at A and (b) the deflection Vg of the beam at B. Assume a constant value of EI = 277000 kip-ft2 for the beam; wo = 7 kips/ft, L = 26.6 ft. Wo 2 Answers: rad. (a) 04 = in. (b) VB =

Solve this Portion Use problem 3.52. Add a force of 500 kN that is perpendicularly applied at point B in the direction from B towardC.Remove the torque.The steel and brass are assumed to have Poisson’s ratios of 0.30. (a)Determine the internalforce in AB.(b)Determine the internal force in BC.(c)Determine the deflection at Point B.(d)Determine thereaction at Point A.(e)Determine the reaction at Point C. Explain your work concisely and in detail

For the beam and loading shown, determine the deflection at point C. Use E = 29 × 106 psi. It is given that Mo is 30.5 kip.ft. Mo a=2.5 ft -L= 10 ft B The deflection at point C is I W4 x 13 X in. ↑