2- Determine the force in member DI. AL 3L 2L wy we 3L H AB=BC=CD-DE-EF= FO
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- Q1- Classify each of the structures shown in adjacent figure as statically determinate, statically indeterminate, or unstable (state the reason). If indeterminate, specify the degree of indeterminacy. A1 (BEAM) Pinned Hinge A5 (FRAME) Pinned Hinge Pinned Hinge A6 (FRAME) A2 (BEAM) Pinned Hinge Pinned Hinge A7 (FRAME) Pinned Hinge A3 (BEAM) APHYYN www A8 (FRAME) Pinned Hinge A9 (Truss) A4 (FRAME) A10 (TRUSS)Determine the value of reactions RA= Rfy/Rfx= Determine the Force in members: BE= CE= BD= Thank you!determine:the support reactions, momeents in the structure (the positive * signs correspond to the directions "up" in y and "to the right" in x). only HANDWRITTEN answer needed ( NOT TYPED)
- 7. For frame presented in Fig. 7, calculate the reactions at the two supports under the applied load, the spacing indicated are in meters 1 kN/m 1.5 kN/m Fig. 7 2 kN 4-2-1 TNTN +4Numericai 1- For the following bar element, find the reactions at supports using FEM if EA=10000 t 12 t 6 m. -3 m 2- For the following bar element, find the reactions at supports using FEM if E=2000 t/cm? 2 t 0.5A 0.25A K1m* 2 m *1m+ 3- Resolve problem 2, if the free end is supported by fixed support. 4- For the following bar element, draw N.F.D. using FEM if E=2000 t/em A= 8 cm? A=4 cm TUm 1t/m' 4m 4mThree forces are exerted on the joint of a truss as shown Fig: 1 C. The system is in equilibrium. Draw the force polygon for the equilibrium in the joint. Determine the forces N1 and N2. Are they tensile or compressive forces? N2 SAN Fig: IC
- P.4.1 Investigate the determinacy and stability of the trusses shown in Fig. P.4.1(a)–(d). Ans. a. Statically determinate and stable. b. Statically determinate and stable. c. Statically in determinate and stable. d. Statically determinate but unstable unless ABC is in tension.s00 N Determine the force in each member of the truss shown in Fig, 6-8a and indicate whether the members are in tension or compression. int at (a)Qy For the truss shown in Fig. (1) Find All reactions note: All Area of the members = 3 EI Constant A E 3m 10KN G 3m 10 F OTO 4m 4m
- 1-12* A beam is loaded and supported as shown in Fig. P1-12. Determine the reaction at support A. 2 kN 3 kN-m |B X- -2 m -2 m Figure P1-123. The truss shown in Fig. 3 is supported on rollers at E and a hinge at F. Solve for the components Ev, Fv, and Fh of the reactions at these supports.find reactions and draw NFD, SFD, BMD