find the reaction forces Find the reaction forces 18 KNI 2 mt 4 12 kN 2...

Question

Question

find the reaction forces
Find the reaction forces 18 KNI 2 mt 4 12 kN 2 m 6 m O RDE 1450

engineering Mechanical-Engineering

Answer 1

Answer #1

180N NB moment about A AL 8 cosur ENA-O NB X C8 casys+ C) -G 18 xC 8C0S4T2) 12x6 NB= EFR= O Ax 1RSUYTSO Ax8-48S N 8NB9 T Ay-1

Answer 2

Similar Homework Help Questions

Construction Theory 1) Find the rections ? 12 KN 7 KN 3 m 2) Find the...

Construction Theory 1) Find the rections ? 12 KN 7 KN 3 m 2) Find the rections ? 175 lb 240 lb 12 ft 3) Find the rections ? 15 kg - 9 kg 11 Kg it 2 mt mt amt 2 m 2.5 m | Im 2 m
Question 1) Analyze the cable system shown (find reactions and cable forces) 8 kN 3 m...

Question 1) Analyze the cable system shown (find reactions and cable forces) 8 kN 3 m 18 kN 18 KN 18 kN 6 m 6 m 6 m 6 m 6 m
(2)A system of three forces and a couple act on a square plate ADEC as shown. 12 kN 20 kNm F 6 kN Evaluate the statical...

(2)A system of three forces and a couple act on a square plate ADEC as shown. 12 kN 20 kNm F 6 kN Evaluate the statically equivalent system of forces F, F2 and F3 which act along the sides of the equilateral triangle ABC ( These forces are not proportional to the sides of the triangle.) 650 10 kN reaceses F F. 2 m F2 18.4 kN F1 22.48 k N F2 16.78 kN and F 3 20.7 kN F1...

Determine the reaction forces at the supports. 0 = 30° 3 KN 1.5 m B 2...

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)
Determine the horizontal displacement at the node where 20 kN is applied. Also compute the reaction forces at the suppor...

Determine the horizontal displacement at the node where 20 kN is applied. Also compute the reaction forces at the supports. The stiffness method (see Week 9) can be used. Note that the degrees of freedom (DOFs) of the truss are indicated in the figure. Take EA as constant. 12. Determine the horizontal displacement at the node where 20 kN is applied. Also compute the reaction forces at the supports. The stiffness method (see Week 9) can be used. Note that...
Please answer both if possible, thank you! 18 kN/m 12 kN/m 6 kN/m Fn = 300...

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...

120 KN kN 60 kN 2 60 KN 60 KN 1. For the shown three-hinged 4 m arch and loads, determine the int...

120 KN kN 60 kN 2 60 KN 60 KN 1. For the shown three-hinged 4 m arch and loads, determine the internal forces (N.F., S.F., and B.M.) at section s-s 6 m 6 m 4 m 4 m 4 m 4m 4m 4m 120 KN kN 60 kN 2 60 KN 60 KN 1. For the shown three-hinged 4 m arch and loads, determine the internal forces (N.F., S.F., and B.M.) at section s-s 6 m 6 m 4...
SP3-4 8 kN/m q(x) = (2+2x) kN/m 2 kN/m For the beam above, find equations for...

SP3-4 8 kN/m q(x) = (2+2x) kN/m 2 kN/m For the beam above, find equations for internal shear force and bending moment (V(x) & M(x)), draw shear and moment (V & M) diagrams, and find the maximum positive and negative (+ & shear forces and bending moments in the beam. Answers to SP3
vertical load st F is subjected to s 12 kN (a) Forces in members AG, GF...

vertical load st F is subjected to s 12 kN (a) Forces in members AG, GF and AB using the method of joints, (b) Forces in members FC, BC and FE using the method of sections. 12 kN 20 kN 2 m 2 m 2 m 2 m 2 m

Find all forces in Members AB AH BH BC CD CF GF (a) Determine the forces...

Find all forces in Members AB AH BH BC CD CF GF (a) Determine the forces in members: AB, AH, BH and BC using Method of Joints. (b) Determine the forces in members: CD, CF, and GF using Method of Sections. Н. F 4.5 m 3 m E B DI 2 KN 6 KN 8 KN - 12 m, 4 @ 3 m