Question:
We have to determine the suppprt reactions of he given truss;
We determine the suppprt reactions by considering the equilibrium of the truss as a whole.
By using the sign conventions as shown above we get:
(towards left)
(upwards)
(perpendicular to the surface of roller towards left and upwards)
(all directions are shown in the figure)
Determine the reaction forces at the supports. 0 = 30° 3 KN 1.5 m B 2...
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
Problem 1: 8 kN 1.5 m 1.5 m 8 kN Last week we determined the couple moment, or pure moment, acting on the beam was M- 30.4 kN-m CW a. Draw a FBD of the beam with reactions at A&B. A is a pin, B is a roller. Try to guess intuitively which way the vertical components of A & B are pointing. Do not show the 8 kN forces in your FBD. Only show the couple moment, or pure...
The beam supports the distributed load with wmax=3.6 kN/mwmax=3.6 kN/m as shown. The reactions at the supports AA and BB are vertical. Determine the resultant internal loadings acting on the cross section at point C. Nc=?,Vc=?,Mc=? -- 1.5 m - 3 m — 1.5 m
3- (25 pts.) Determine the support reaction forces at A (smooth frictionless collar) and B (rocker, free to move along horizontal direction) and C (cable). C 30° 3 kN * 2 m 2 m — 1.5 m 45 8 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
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...
The truck exerts three forces shown on the girders of the bridge. Determine the reactions at the supports when the truck is in the position show. The girders are connected together by a short vertical link DC 5 ft 5000 lb 4000 lb 2000 lb at 12 fty 9 с A B S5 ft D -48 ft 10 ft S ft 2 ft Determine the internal normal force, shear force, and moment at point C. 50 KN 30 KN А...
For the frame shown, determine the reactions at the pins, namely,A,B,C. 3 m B 1.5 kN/m 1.5 m D 1.5 m 2 kN/m А
Statics problems Question A2 The plane truss shown in Figure A2 is supported at points A and J. -30° and the external loads are Fi 1.5 kN and F 3 kN. Draw the free body diagram of the truss. Determine all the reactions at the supports or, if this is not possible, explain why. a) Calculate the internal forces in members CF, EH, GH and HI, stating whether they are in tension or compression. b) (12) Are members CF and...
For the beam and loading shown below, 3 kN 3 KN 1.8 kN/m SO mm B 300 mm D 1 - -1.5 m 1,5 m - 1.5 m Q2-PART@) Determine the reaction force at A = ? (in kN) Q2-PART(b) Determine the moment inertia along the horizontal neutral axis for the cross section of the beam = ? (in 106 mm) Q2-PARI(C) Determine the maximum normal stress due to bending on a transverse section at C = ? (in MPa)