Determine the external reactions at A and E 6mm- 6m- 1.2 KN 2.4 KN 2.4 IN...

Question

Question

Answer 1

Answer #1

each and every step is properly explained in the solution itself

Answer 2

Similar Homework Help Questions

2.4 kN/m Problem No. 1 (25%): 2 kN/m y = kx 3.0 KN 300 For the...

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
6.10 reactions and all internal forces 3m 6.9 and 6.10 Determine the force in each member...

6.10 reactions and all internal forces 3m 6.9 and 6.10 Determine the force in each member of the truss shown. State whether each member is in tension (1) or compression (C). A 12.5 kN 12.5 kN 12.5 kN 12.5 KN 8 KN Fig. P6.9 2.5 m Fig. P6.10 6.11 Determine the force in each member of the Gambrel roof truss shown. State whether each member is in tension (T) or compression (C). 600 lb 600 lb 600 lb 2 ft...
Please draw a fbd too. Q7. Determine the support reactions at B and C. 2 kN...

Please draw a fbd too. Q7. Determine the support reactions at B and C. 2 kN 5 kN A 3 kN 4 kN 6m 3m 3m 4m4m4m 4m

determine the reactions at the supports for the beam shown. 150 kN stant 40 kN/m rmly...

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
, i) Determine the degree of indeterminancy. ii) Calculate the support reactions. iii) Draw the s...

, i) Determine the degree of indeterminancy. ii) Calculate the support reactions. iii) Draw the shear and moment diagrams. b) EAE 200Gpa IAB IDE 200x106 mm4 IBc c 350x106 mm 4 100 KN 150 KN 10 KN/m 6m 6m b) EAE 200Gpa IAB IDE 200x106 mm4 IBc c 350x106 mm 4 100 KN 150 KN 10 KN/m 6m 6m
determine reactions and the shear and moment distrubtions, & diagrams Problem 4.13 20 kN 30 kN/m...

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

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. (20 points) 3 kN 3 m 6 kN 8 kN 2 m
9.6 KN 10.5 KN 10.5 KN 5.7 KN 5.7 IN D Determine the force in each...

9.6 KN 10.5 KN 10.5 KN 5.7 KN 5.7 IN D Determine the force in each member of the Pratt roof truss shown. State whether each member is in tension or compression. B 2.4 m H E 38m 3.2 m 3.2 m -- 3.5 m- 9.65N 110.5 IN 1105 IN 15.7 KN D 5.7 IN B. 2.4 m A H G -3.8 m- -3.2 m---3.2 m-+ -3.8 m |
Q5. The cantilever beam, AC, is subjected to the load case shown in Figure 5. For the loading shown, do the following: [10 Marks] a) Calculate the magnitude and direction of the reactions at A b) Usi...

Q5. The cantilever beam, AC, is subjected to the load case shown in Figure 5. For the loading shown, do the following: [10 Marks] a) Calculate the magnitude and direction of the reactions at A b) Using the Macaulay function, determine the displacement in y of the point B of the beam (x 2.4 m from the support at A) [10 Marks] c) Determine the slope at B. [5 Marks] The beam has a Young's modulus of E-200 GPa and...

For the external stability analysis of the reinforced carth wall shown (30 pts) 1. Determine the eccentricity of the...

For the external stability analysis of the reinforced carth wall shown (30 pts) 1. Determine the eccentricity of the resultant of the external etermine the maximu along the base? (5 pts) i11. Calculate the factor below, m and minimum pressures at the base. Will tension develop anywhere of safety against sliding at the base. Is it acceptable? (10 pts) iv. Is the design stable from bearing failure at the base? (010 pts) State any assumptions, if made. 15 kN/m2 Ground...