Problem 322 | Equilibrium of Force System Problem 322 The Fink truss shown in Fig. P-322 is supported by a roller at A and a hinge at B. The given loads are normal to the inclined member. Determine the reactions at A and B. Hint: Replace the loads by their resultant. Solution 322 Click here to expand or collapse this section R=2(1000)+3(2000) R=8000 lb Rx=Rsin30∘ Rx=8000sin30∘ Rx=4000 lb Ry=Rcos30∘ Ry=8000cos30∘ Ry=6928.20 lb ΣMB=0 60RA=40Ry 60RA=40(6928.20) RA=4618.80 lb answer ΣMA=0 60BV=20Ry 60BV=20(6958.20) BV=2309.40 lb ΣFH=0 BH=Rx BH=4000 lb RB=√BH2+BV2 RB=√40002+2309.402 RB=4618.80 lb tanθBx=BVBH tanθBx=2309.404000 θBx=30∘ Thus, RB = 4618.80 lb at 30° with horizontal answer Another Solution Click here to expand or collapse this section tan30∘=20y y=34.64 ft tanθBx=y60 tanθBx=34.6460 θBx=30∘ (okay!) From the Force Polygon RAsin30∘=RBsin30∘=8000sin120∘ RA=4618.80 lb (okay!) RB=4618.80 lb (okay!) Tags Truss resultant fink truss Truss Reaction reaction at the support Wind Load equilibrium static equilibrium force polygon Log in or register to post comments Book traversal links for Problem 322 | Equilibrium of Force System Problem 319 | Equilibrium of Concurrent Force System Up Problem 323 | Equilibrium of Force System