Find the reactions at supports A and B? 1 w=w+kx? 4 KN 6 kN/m 2 kN/m...
2.4 kN/m Problem No. 1 (25%): 2 kN/m y = kx 3.0 KN 300 For the beam and loading shown, determine (a) the magnitude and location of the resultant of the distributed load (b) the reactions at the beam supports (Fig. 1). B A 0.6 m 1.2 m - 0.8 m 2.4 m —- - 10 ml Fig. 1
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
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
1. Determine the reactions at the supports A and B using Force Method. El is constant. w B А L 2 L 2 (i) (ii) Use, L = 4 m Use, w = 5 kN/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
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
The assembly supports a uniform distributed load w 115 kN/m as shown. 1 m 2 m DE 5 1.5 m 0.5 m 0.5 m 0.5m Tap image to zoom Part A Determine the resultant internal loadings at cross sections at point E on the assembly. Express your answers, separated by commas, to four significant figures. 0.6468, -0.2874,0.5875 kN, kN, kN.m Request Answer Incorrect Try Again: 2 attemnts
For the following Beam: w (kN/m) P (kN) You А B 10 m 4 m 4 m E200 GPa 1 = 6,000 cm w=20 kN/m P-6.25'w (kN); For instance if w-2kN/m; then P-6.25*2-12.5 kN What is the value for the reaction at the support B (kN)? Remember Forces to the right and up are entered as positive, left and down are entered as negative. Counterclockwise moments are entered as positive, clockwise moments are entered as negative
Please help Problem Number Two (20%) Determine the reactions at supports A and B below 6 kN 10kN/m А) B - 1.5 m -- 1.5 m --1.5 m -----1.5 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