By the con ju g a te -beam m ethod ca lcu la te the slope and de fle ction at the free end C of the overhanging beam ABC. Indic a te the d irection of ro ta tio n (clockw is e or counterclo ckw is e ) and de flection (upward or downward). A Iso calcu la te the defle ctio n at 2 po int D (in d ic a te the direction) and s lo pes e, and en. E = 30 000 k/in andI = 200 in . A a B а + b SUMMAR IZE YOUR ANSWERS (DO NOTROUND OFF INCLUDE ALL DEC IMALS) Required V a lu es Answer U n its D ire ctio n radians ??? S lo pe ec De fle ction AC in ch ??? radians ??? S lo pe 0A S lo pe eB radians ??? De flectio n AD in ch ??? DATA w ft ft kip ft k/ft 8.6 8.6 13.8 4.6 0.84

5- Replace the forces acting on the plate by a wrench. Specify the force and couple moment for the wrench and the point P(x, y) where its line of action intersects the plate. F, = |-300k) N %3D Fe= [200j| N 2m 500N 30 F = (4001) N

(5) Determine the components of reaction at the pin A and rocker B. Hint: The support at C is a peg in the slot in member DC, and allows translation along but prevents it in the direction perpendular to member DC. N.M B Im O с ANC one contin cember, S beam AC w/ rocker at B 600 N 800 N·m 2 m 1.5 1.5 NeLF 2 m 600 N 1.5 m 45% 1.5 m

Why do you integrate y instead of A? And why it’s it between 2a-a rather than 2a-0