do both plx, thx u 1) Determine the reactions 27 kN/m coTTI | 27 KN/m |...
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
1) Determine the reactions at the supports for the structures shown. The support at A is a Roller and the support at B is a Pin. 2.0 k/ft M 10 k- 3.0 k/ft 12 ft 25 k- 25k-Pokift 15 ft B! 1 F20ft- 2) 2 3 k/ft A beam is supported at points A, C, and E, and is loaded as shown. The support at A is fixed. The supports at C and E are rollers. Hinge-B ce Dl Hinge...
Determine the reactions at the supports. 3. 800 N/m 3m Ans: В NA Br 2.40 kN = 133 N В, 3.33 kN 3 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
determine reactions and the shear and moment distrubtions, & diagrams Problem 4.13 20 kN 30 kN/m 30 kN D15KN B E 4 m A 2 m 6 m 2 m Problem 4.13 20 kN 30 kN/m 30 kN D15KN B E 4 m A 2 m 6 m 2 m
6 m 6 m 3m In 5 kN 6 m 3 m Figure 3 25 MARKS Question 4 For the same structure in Figure 3, determine the support reactions using the moment distribution method. 6 m 6 m 3m In 5 kN 6 m 3 m Figure 3 25 MARKS Question 4 For the same structure in Figure 3, determine the support reactions using the moment distribution method.
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
Determine reactions (6) 356 kN 43.8 kN/m Hinges 25m 17m 25 m 25 m
please help both parts thx so much for help Question 3 1) Consider Beam ACB in Figure Q3(1), determine the maximum positive moment at point C (mid-point of span AB) of the beam and show the corresponding locations of the moving loads. A moment rendering the beam bottom tension is considered positive. (14 marks) 8 kN 4 kN 6 kN 5 m Figure Q3(1) 2) Consider the cantilever shown in Figure Q3(2), draw the influence lines for (a) the moment...
Please answer both if possible, thank you! 18 kN/m 12 kN/m 6 kN/m Fn = 300 N 12.AN/TITTTTTT6kN/m 0.5 m Fc = 225N 3 m .-3 m . 6 m Fig. for Q.2 0.5 m Fig. for Q.1 1. Two forces are acting on Point A along the direction as shown. Convert each force into Cartesian vector form. Show the various steps of your calculation. Then determine the magnitude and coordinate direction angles of the resultant. 15 Points 2. Replace...