d. Determine the location of anchor point A so that the tower is perfectly vertical Z. F2 Fi 4 m 6 m 18m d. Determ...
Determine the resultant moment produced by the forces about point
O. Assume F1=530N, F2= 660N
Fi 0.125 m0.3 m 60° 0.25 m
Fi 60 135 60° 609/ 30 (4 m, 4m,-2m) If F1- 8.26 KN, F2 3B4 KN, and F3 12.2 KN, determine the magnitude and direction of F required for equilibrium. F1 is rotated 30 degrees in the x-y plane and 60 degrees up in the z direction. Alpha, Beta, and gamma for F2 are 135, 60 and 60 degrees, respectively. F3 passes through the origin and another point (4,4,-2).
d. To determine the hight (d) of the hook at anchor-point B, assume that the flowerpot has a mass of 8 kg and that the force in cable AB is twice as large that the forces in cable AC or cable AD (in other words AB = AC + AD). 2m 2m 3 m 6m 6m
d. To determine the hight (d) of the hook at anchor-point B, assume that the flowerpot has a mass of 8 kg and that...
8 The force Fi 4 N parallel to axis Oz is 2 applied at point A of the tetrahedron B OABD. Force F2-8,6 N is applied at point D (as shown at the figure). Determine the total moment of the force system about F center O, if distances OA OB-OD 5 m. Fa
5. Two forces Fi 2i+3j-4 k N and F2+2j +6 k N are acting on a particle simultaneously. Find out the (10 pts.) resultant force. Calculate the work done if the displacement of the particle be d-3 i + 2 j-k m.
Determine the vertical displacement of point D under flexure using virtual-work equations. Flexural Rigidity (EI) of the beam is constant. S=3 and your distributed load is w=S+1=4 kN/m) Results table Ad,vertical w=(S+1) kN/m Α. B D 6 m 3 m 3 m K * Figure 4.
(10 Points) Realize F, and F, using a PLA. Fi(a,b,c,d) = m(1,2,4,5,6, 8, 10, 12, 14) F2(a, b, c, d) = m(2, 4, 6, 8, 10, 11, 12, 14, 15)
P F LT 0.8 m H Z X A vertical pipe with an outside diameter D = 114 mm and an inside diameter d = 102 mm supports the loads shown. Determine the acting at point H to the nearest 0.001 MPa. Be sure to include - as appropriate for compressive orientation. F = 5 kN T = 3.3 kN-m P = 19 KN
Structure Analysis
Refer to Figure 2, determine the location of the 40 kN load such that sags at point B and C are 3 m and 2 m respectively. Determine the maximum tension in the cable and the reactions at support A and D 4 m 3 m 2 m 40 kN 20 m 10 m 10 m Figure 2
Refer to Figure 2, determine the location of the 40 kN load such that sags at point B and C...
1) Determine the magnitude of the y component of the
reaction at C.
2) Determine the magnitude of the z component of the
reaction exerted on the rod at C.
3) Determine the magnitude of the
z component of the reaction on the rod at B.
4)Determine the magnitude of the x component of the
reaction on the rod at B.
5) Determine the magnitude of the z component of the
reaction on the rod at A.
6) Determine the...