find the reactions at the supports 30 kN 26 kN PA 0.3 m 45 kN.m 0.3...
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: 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
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
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
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
Required Information For the beam shown, find the reactions at the supports and plot the shear-force and bending-moment diagrams. V1 = 2 KN and V2 = 4 kN. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Vi V2 1.2 min А R2 Determine the values of the moments My, M2, and M3 In kNm. Provide values at all key points shown in the given shear-force and bending-moment diagrams....
Determine the reactions at the supports. El is a constant Prob. 15-7 12 kN/m 2.5 m Show transcribed image text Solve using the stiffness method
15 kN 25 kN-m 25 kN-m 7 kN/m m-13m2 a) Determine the reactions at supports A and D. (5points) b) Write functions for shear force (V) in terms of x (12 points) c) Write functions for bending moment (M) in terms of x. (16 points)
A cantilever beam supports the applied loads and moments as shown. (a) Calculate the support reactions. (b) Use the graphical method to construct the shear-force and bending moment diagrams for the beam. Also label the values of shear-force and bending=moment at all key points. 30 kN/m 25 kN 12 kN/m 80 kN.m х A В C D E F 1 m 3 m 1 m 1 m 1 m
determine the reactions at the supports for the beam shown.
150 kN stant 40 kN/m rmly e ex- ns of and 8 m 20 kN/m s as A 6 m 6 m 6 m FIG. P3.17
The beam supports the distributed load with wmax 6.0 kN/m as shown. The reactions at the supports A and B are vertical. We 1.5 m 1.5 m