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calculate the vertical component of the reaction on pin E and pin A in kN E...
Calculate the vertical component of the reaction on pin E in
kN.
Calculate the vertical component of the reaction on pin E in kN. E 4 meters F 4 meters G 2 meters H >30 KN 3 meters 3 meters A B D 2 meters 4 meters 4 meters 30 kN 30 kN 60 KN
Calculate the force in member AB and the rest by the method of
joints in kN.
Question 4 10 poin Calculate the force in member AB by the method of joints in kN. [ Compression: negative. Tension: positive] E 4 meters F 4 meters G 2 meters H →30 kN 3 meters U 3 meters A 2 meters 4 meters 4 meters 30 kN 30 KN 60 kN
Calculate the force in member FG,EF and FC by the method of
joints in kN
Question 4 10 poin Calculate the force in member AB by the method of joints in kN. [ Compression: negative. Tension: positive] E 4 meters F 4 meters G 2 meters H →30 kN 3 meters U 3 meters A 2 meters 4 meters 4 meters 30 kN 30 KN 60 kN
Q = 170 kN F = 80kN
The x component of the reaction at E,Ex (in kN)
The y component of the reaction at E, Ey (in kN)
The y component of the reaction at A, Ay (in kN)
The force in member ED (in kN)
The force in member IB (in kN)
The force in member IH (in kN)
Question 2
W = 115 lb P = 80 lb
The x component of the reaction at H,Hx (in lbs)...
5) Determine the horizontal and vertical components of reaction at the pin A and the tension developed in the cable BC used to support the steel frame. 60 kN 30 kN m 3 m 4 3
5) Determine the horizontal and vertical components of reaction at the pin A and the tension developed in the cable BC used to support the steel frame. 60 kN 30 kN m 3 m 4 3
calculate vertical reaction force at point G for the truss
shown in the figure assume L=5m, F1=11 kn, F2= 28 kn.
TE L(m) с E F 4 m B F F. 4 m G 4 m
20 kN 5 Determine the vertical displacement of joint B. Assume the members are pin connected at their end points. Take A = 200 mm and E= 200 GPa for each member. Use the method of virtual work. 12 kN #m B 4 m
2. For the pin-jointed truss shown in Figure Q2.1 applied at node 4. The Young's modulus E(GPa) is the same for the three truss vertical downward force P(kN) is a members. The cross sectional area of each of the truss members is indicated below and expressed in terms of a constant A. By using the stiffness method: (a) Compute the reduced stiffness matrix Kg [5 marks [10 marks (b) Calculate the global displacements of node 4 in terms of P,...
Figure 1 shows a beam is supported by a pin at A and a roller at
C. The beam is subjected to point
loads 30 kN and 60 kN and a uniformly distributed load of 24 kN/m.
Modulus of elasticity, E and
moment of inertia, I for all members are 205 kN/mm2 and 195 x 106
mm4, respectively. By using
Virtual Work method,
(a) determine the slope at B. (1.801 mrad)
(b) determine the deflection at B and D. (2.4...
نقطتان (2) Determine (a) the horizontal component of reaction at the pin at A Solb 21 lb O 35 N 20 lb 15 lb 25 lb O تقطتان (2) b) the vertical component of) reaction at the pin at A 100 lb O 98 lb 111 lb O -90 lb -120 lb O نقطة واحدة c)the reaction of the roller at B on) .the lever 63 lb O 75 lb 68 lb 55 lb O 50 lb O