For the given truss shown, determine the reaction in kN of the hinge support D. В 10 KN 4 m A 3m 6 m 3m 4 KN 6 KN Ans 10.85KN
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- Find the support reactions at A and D, determine the internal forces at the top of member BC. a= 3m b=2m c=6m d=2.5m MA= 380 N.m FB= 200N q0=80N/m q1=160N/m15. What is the value of the reaction at the hinge support D in KN?4.What is the minimum bending moment in the loaded beam, in kN m? (aside from zero)5.What is the maximum bending moment in the loaded beam, in kN m?6.What is the vertical reaction at the hinge support, in kN?
- (a) Assuming that no loads act in Figure P9.16,compute the reactions if support B is constructed 0.48 in.too low. Given: E = 29,000 kips/in.2, I = 300 in.4. (b) Ifsupport B settles _32 in. under the applied loads, computethe reactions.Compute the reactions of the supports of beam KL.Compute the reactions for the beam in Figure 3.18a.
- Determine the reactions at the supports and draw the bending moment diagram for the following structures. (Ans : Ay=12.483kN, MA=-10.388kNm, By=22.885kN, Cy=12.632kN)Subject : Solid mechanics There is no more extra data. Determine the reaction in KN at the left support if P=100 KN. (Absolute value only)For the truss shown, compute for the reaction at Joint B.
- Cable GH holds the truss composed of equilateral triangles in the position shown in the figure below. If P = 17.2 kNDetermine the force in member DC in kN.The support at A prevents rotation and horizon-tal displacement but permits vertical displacement. Theshear plate at B is assumed to act as a hinge. Determinethe moment at A and the reactions at C and D.What is the horizontal component of the reaction of the internal hinge at C? a.) 0 KN b.) 3 KN c.) 6 KN d.) 9 KN