USE METHOD OF JOINTS OR SECTIONS
USE METHOD OF JOINTS OR SECTIONS Problem 4: Find the Reactions at all the pins. The...
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
Find GERF and then using the method of Joints find the forces in all members. Make sure you provide all the angles and magnitude of all the forces in a table stating Compression or Tension. You can use cm to draw the structure. 12-5kN 12:5KN 12:5KN 12.5kN kam am 2m WA VB Vo 2-5 m 0 Chatarrhad .. .
Solve All joints and supports using 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
Use the moment distribution method to find the internal moments at all joints, then find the reactions. E and I are constant for all members unless stated otherwise. 20 kN/m 200 kN 100 kN 寸 -101m Problem 14.6 n 14.2
Use any method (joints or sections). Please show all work. Determine the force in member BC of the loaded truss. 1.8 kips 4.9 kips 1.0 kips 2 C 2 1.5 3/ 3' 3'
Use the method of sections to find the load in member BE. State if it is in tension or compression. 13 KN 2 m 1.5 m
find reactions at member KJ,KD and CD(method of joints): 1. Find reactions at members KJ, KD and CD (method of joints K H 4 m G D F B 3 m3 m3 m3 m3 m3 m 20 KN 30 kN 40 KN
USE SLOPE-DEFLECTION METHOD Problem 3. Solve the moments at all joints and supports of the given frame using slope-deflection method. Assume B, C, and E are fixed connected and A and D are pins. E = 29 x 10ksi. 0.5k/ft 2k Inc = 400 in c 8'ft ICE = 400 in 3k Ipc = 500 in LAB = 600 in 8'ft 24 ft 12 ft
Part B: Numerical Problems (15 points each) 1. For the truss loaded as shown, (a) use the Method of Joints to determine the force in member CF, and then (b) use the Method of Sections to determine the force in member BC. Show all necessary FBDs and equations of equilibrium. Hint: You must avoid calculating the reactions since the reactions are statically indeterminate. 5 kips Part B: Numerical Problems (15 points each) 1. For the truss loaded as shown, (a)...
Section 5.4 The Method of Joints 5.1 through 5.7 Calculate the forces in all members of the trusses shown using the method of joints. CH 10 kips В 5 kips 10-0" 8-0" 16'-0 20 PROBLEM 5.2 PROBLEM В 10 k 9 F 15 k 15 k 12 80 kN 50 kN D E 3 m С A В 5 m 2m PROBLEM 5.4 We were unable to transcribe this imageSection 5.5 The Method of Sections For Problems 5.8 through 5.14,...