anybody can help? Value 5 marks) 1. Use the method of joints to solve for the...
Using the method of joints, determine the force in each member of the truss shown. The load P = 3.6 kN. (Round the final answers to two decimal places.) 0.75 m. 0.4 m 1.4 m The force in member AC (FAc) is The force in member BC (Fc) is3.2 KN. (Compression) The force in member AB (FAB) is KN. (Tension) kN. (Tension)
Using the method of joints, determine the force in each member of the truss shown. The load P = 390 lb. Using the method of joints, determine the force in each member of the truss shown. The load P= 390 lb. 20 in. 48 in. 15 in. The force in member AB (FAB) is 1800 The force in member BC (FBC) is 1950 The force in member AC (FAC) is 3000 lb. (Tension) lb. (Compression) lb. (Compression)
The truss supports a 100-kN load at J. The Horizontal members are each 1 m in length. a) Use the method of joints to determine the axial force in member DG b) Use the method of sections to determine the axial force in member DG (HINT: you can solve both a and b without solving for the reactions at A and E. PLEASE HELP!! The truss supports a 100-kN load at J. The horizontal members are each 1 m in...
1. A Using "Method of Joints", determine the forces supported by the member AB, AC and BC of the truss shown in the figure. State whether each memberis in tension or compression. P=8 KN. 60° 600 B 3 m
Replace the 25k load at with a 20k load. Using the Method of Joints, solve for the forces in members BC, CD, DE, CE, and CF. Place your answers in the order shown Indude in your answer if the member is in compression (C) or tension (). Do not use negative signs in your results. Use Tor C to show the direction of the force. The superscript is a notation for kilopounds (1000 pounds). 20 12' 125*
a) Using the method of joints, calculate the force in each member of the trusses shown. State whether each member is in tension or compression. + L A! Lt BIC! 14m=16m- b) Determine the forces in members AC, AD, and DE. c) Determine the forces in members GI, FH, and GH. -- 5 e 3mm 15 m 60 KN
Question 2: Stiffness Method in Structural Analysis. Calculate the moment at the fixed end support for the 2 span continuous beam structure as shown in Figure Q2 below using stiffness method. (Hint: Use superposition of fixed end and nodal load structure.) The continuous beam is fixed end supported at joint A. It is roller supported at joint B and C A point load of 80 kN is acting on member AB, 6 m from joint A. A uniform load of...
1. Find reactions at members KJ, KD and CD (method of joints): (30 marks) AVA 3 m. 3mm 20 KN 30 KN 40 KN
Problem 2 Calculate the internal force in each member of the loaded cantilever truss with the method of joints only T. B 5 m 5 m 5 m 5 m 5 m m C m 20 kN 30 kN Problem 2 Calculate the internal force in each member of the loaded cantilever truss with the method of joints only T. B 5 m 5 m 5 m 5 m 5 m m C m 20 kN 30 kN
Please use moment-distribution method Problem 2. Solve the moments at all joints and supports of the given frame using moment-distribution method. Assume the supports at A, C, and E are pins. El is constant. 12 kN/m 10 KN D 4 m 16 kN/m 15 kN B 3 m 4 m