Q1: Determine the reactions at supports A, B and D. 4.KN 5 kN 8 kN.m 60° 3 1.5 m B 4 6-KN 45° -3 m 2 m t Q1: Deter...
find the reactions at the supports 30 kN 26 kN PA 0.3 m 45 kN.m 0.3 m CA -2 me 1 m 1 m Prob. 4-110
1] Determine the reactions at the supports. (20 points) 3 kN 3 m 6 kN 8 kN 2 m 1] Determine the reactions at the supports. (20 points) 3 kN 3 m 6 kN 8 kN 2 m
2 kN 3 kN.m 1.5 m 1.5 m appear visually correct because the lines overlap, but the system will mark it wrong. add vertical line off delete add segment reset ? help 2 kN 3 kN m 1.5 m 1.5 m V(kN) x(m) 2 Submit Previous Answers Request Answer add vertical line off delete + add segment ▼ reset ? help 2 kN 3 kN·m 1.5 m 1.5 m M(kN·m) 14 12 10 x(m) .4 -6 .8 -10 -12 14
Determine the reaction forces at the supports. 0 = 30° 3 KN 1.5 m B 2 m 2 m 4 KN Answer: Az = 1.2 kN (left) Ay = 0.875 kN (up) C = 3.6 kN (normal to the surface, up and left)
Find the reactions at supports A and B? 1 w=w+kx? 4 KN 6 kN/m 2 kN/m 0.5 m А B 0.6 m 1.4 m 0.4 m 0.6 m
Please indicate all solutions and equations legibly. Thank you 2-23. Determine the reactions at the supports A and B of the compound beam. There is a pin at C. 2 kN/m 4 m 6 m 2-23. Determine the reactions at the supports A and B of the compound beam. There is a pin at C. 2 kN/m 4 m 6 m
Problem 1.9 The beam supports the distributed load with Wmax 3.2 kN/m as shown. The reactions at the supports A and B are vertical. .5 m .5 m PartA Determine the resultant internal loadings acting on the cross section at point D Express your answers, separated by commas, to three significant figures. kN, kN, kN.m Submit Request Answer
For the frame shown, determine the reactions at the pins, namely,A,B,C. 3 m B 1.5 kN/m 1.5 m D 1.5 m 2 kN/m А
4 kN/m BA D. 5 m (26 points) Calculate the reactions at A and B. Determine the internal loadings that act on the section at point E. Be sure to clearly indicate the direction of your assigned internal loadings in your FBD. For 2 points extra credit, determine the diameter of the double-sheared pin B to the nearest mm if the failure shear stress is 126 MPa. Assume a factor of safety of 1.75. -1.5 m - -1.5 m -3...
Question 15 For the truss shown in the figure below, determine the vertical reaction force at support A 5 kN 3 m 45 1 m 2 m +5 KN + 4.3 kN -3 kN -5 kN Question 16 For the truss shown in the figure below, determine the horizontal reaction force at support D: 5 kN 45° 1 m 2 m + 15 kN - 12.5 kN 0 kN +5 kN Question 17 For the truss shown in the figure...