Determine the force in member ( EB Jof the roof truss shown in fig
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Q: Discus in details the concepts of: i) Equilibrium of rigid bodies ii) Trusses
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A: Given data: ◆ Force applied at joint A: 880 lb ◆ AB = BC = CD = GF = EF = 10 ft ◆ CF = BG = 10 ft…
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- The truss above has concentrated loads as shown. The wind loads of 50 KN are perpendicular to the member AF. Solve for the forces acting on the members BE, DE, DG, FG by the method of joints. Show all solutions please don't skip. Please show to did u get FBC, FBE, FBD Thanks!Method of joints: The truss pinned to the floor at D, and supported by a roller at point A is loaded as shown in Fig. T-06. Determine the force in member CG. (with explanation)Prior to the application of the P = 120 kip load, the gap between C and the rigid wall at D was as depicted as below. Determine the support reaction at D (in kip) after force P has been applied. The assembly is made of solid cylinders: AB is Stainless 304 steel alloy, and BC is 6061-T6 aluminum alloy.
- The truss above has concentrated loads as shown. The wind loads of 50 KN are perpendicular to the member AF. Solve for the forces acting on the members BE, DE, DG, FG by the method of joints. Show all solutions please don't skip. Thanks!Determine the force in each member of the loaded truss and state whether it’s in tension or compression. [FAB=1660 lb (C), FAC = 1490 lb (T), FBC = 3080 lb (C)]Determine the forces in each member using any method discussed in your theory of structures/mechanics. Using Software is not allowed. Show complete solution and tabulate your answers indicating whether it is compression or tension. Use Pn = 205 kN, Po = Zero
- Created from steel and brassgraded Rod, two at each endplaced between the fixed wall, B60kN respectively from and D pointsand 40kn axial forceswere exposed. Accordinglysteel (Eçelik=200GPa andEpirus=105GPa) formed in ricemaximum stressescalculate.Determine the force in each member of the truss and state if the members are in tension or compression. Set P1 = 10 kN and P2 = 4 kN. (hint: method of joints)Determine the force(s) actiing on joint E on the frame below. (Hint: member BE is a two-force member) Note: Draw the free body diagram and answers should be in 3 decimal places.
- Determine the magnitude of force (kN) in member BC if F=73323 N, a=3.33m, b=1.14m and c=5.69m. Round off only on the final answer expressed in 3 decimal places. Instead of units, indicate C if force is compressive or Tif tensile.Determine the forces in members a) AB, b) AG, c) GF, d) BF, e) BC. PLS USE JOINT METHOD GIVEN: W1= 13 kips W2= 12 kips b°= 39 degree a°= 7 degree L1= 3 ft L2= 8 ft L3= 7 ft PLS SHOW COMPLETE SOLUTION, WRITE LEGIBLY AND ONLY ROUND OFF THE FINAL ANSWER IN FOUR DECIMAL PLACES, ANSWERS SHOULD BE IN THE ATTACH TABLE. PLS SHOW THE FREE BODY DIAGRAM ON EACH JOINTS AND IN THE ANSWER IDENTIFY IF IT IS A TENSION OR COMPRESSION. PLS USE THE GIVEN VALUES A B AND C ARE ALREADY SOLVED PLS SOLVE ALL OR THE OTHER LETTER LETTER d.) and e.)Determine the forces in members a) AB, b) AG, c) GF, d) BF, e) BC. PLS USE JOINT METHOD GIVEN: W1= 13 kips W2= 12 kips b°= 39 degree a°= 7 degree L1= 3 ft L2= 8 ft L3= 7 ft PLS SHOW COMPLETE SOLUTION, WRITE LEGIBLY AND ONLY ROUND OFF THE FINAL ANSWER IN FOUR DECIMAL PLACES, ANSWERS SHOULD BE IN THE ATTACH TABLE. PLS SHOW THE FREE BODY DIAGRAM ON EACH JOINTS AND IN THE ANSWER IDENTIFY IF IT IS A TENSION OR COMPRESSION. PLS USE THE GIVEN VALUES I ALREADY KNOW THE A B AND C PLS SOLVE NOW D AND E AND THE ANSWER SHOULD BE IN THE ATTACHED TABLE