P11.27. Determine the reactions and the moments in- duced in the members of the frame in Figure P11.27. Also determine the horizontal displacement of joint B. Given: I= 1500 in.4 and E = 3000 kips/in.². 30 kips B L 16- 1.51 C + P11.27 Problems 525 F I -16 1 D E 12'

Determine the support reactions of the beam shown. EI is constant for the entire beam.

Handwritten answers pls.

The beam in Figure P13.7 is indeterminate to the second degree. Assume the location of the minimum num- ber of points of inflection required to analyze the beam. Compute all reactions and draw the shear and moment dia- grams. Check the results using moment distribution.

P9.15. (a) Compute all reactions for the beam in Figure P9.15 assuming that the supports do not move; EI is constant. (b) Repeat computations given that support C moves upward a distance of 288/ (EI) when the load is applied. P = 16 kips - 6'- 6²- B P9.15 -12'-

P11.23 Analyze the beam of Problem 11.1, which is subjected to the indicated loads if support B settles 1.0 in. E = 4000 ksi and/= 1200 in 4. (Ans: Ray = 110.9 k) Problems 11.1 through 11.16, compute the reactions for the beams and frames. E and I are constant unless noted otherwise. The force method (i.e., method of consistent distortions) is to be used. P11.1 Select Rgy as the redundant. (Ans: Ray = 113 k) 90 k O A 8 ft 90 k 12 ft B * 10 ft 10 ft

P11.1 to P11.7. Analyze each structure by moment dis- tribution. Determine all reactions and draw the shear and moment curves locating points of inflection and labeling values of maximum shear and moment in each span. Unless otherwise noted, El is constant. A 12 30 kips -12'- P11.1 w = 3.5 kips/ftp B -12' C

200 mm | A 240 mm | 240 mm 150mm Two supports AB and CD are attached to a link BDE which has a mass of 5-kg. At the moment depicted in the figure, support AB has wAR = 6 rad/s clockwise and aAR = 0 rad/s. At that same instant, support CD has acp = 0 rad/s? Find the horizontal component of the reaction a) at D, and b) at B. The moment of inertia for the supports and the link about their mass centers is given by the formula I = ml?.

Use an approximate analysis (assume the locationof a point of inflection) to estimate the moment in the beamat support B (Figure P13.1). Draw the shear and momentcurves for the beam. Check results by moment distribu-tion. EI is constant.

Could you show me the process and explanation on how to solve this?