ab (cm) 2. ab (dm) Fig. 214 Fig. 215 Q15. Determine the magnitude of the support...
3. For the frame shown in Fig. 3, (a) (7%) determine the support reactions, (b) (6%) draw the free-body diagrams of member AB and member CBD; (c) (12%) replace the loading on the frame by a single resultant force, and specify where its line of action intersects member CD, measured from end C 150 N 500 N 3 m 3m 2 m 400 N -m 0.35 m 0.35 m 3 m 500 N 35° Fig. 3 Fig. 2 Fig. 1...
1. Determine the forces in members: AB, AH, BH and BC using
Method of Joints.
2. Determine the forces in members: CD, CF, and GF using Method
of Sections.
G H F 4.5 m 3 m E 16300 B DI 6 KN 2 KN 8 KN -12 m, 4@3 m
Problem 3. (65 points). For the truss shown, (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. G H F 1 3 m 4.5 m E 168820 1993001 B D 6 KN 2 KN 8 KN -12 m, 4 @ 3 m
A loaded beam with a pin support at B and a roller support at C
is shown in Figure 1. The applied loads on the beam are: an
anti-clockwise point moment at A, a variably distributed load
between B and C, and a clockwise point moment at D.
A loaded beam with a pin support at B and a roller support at C is shown in Figure 1. The applied loads on the beam are: an anti-clockwise point moment at...
A loaded beam with a pin support at B and a rller support at C is shown in Figure 1. The applied loads on the beam are: an anti-clockwise point moment at A, a variably distributed load between B and C, and a clockwise point moment at D g kN/m f kNm h kN m A C 4 m 2 m 2 m Figure 1 The magnitude of the anti-clockwise point moment f in units of kN'm can be found...
help me please
SITUATION G: A mast (weight 140N) has a hinged support at A. in addition it is supported by two struts. Its upper end carries a weight (130N). 10) Determine the vertical reaction at A. A.) 70 N В.) Determine the horizontal reaction at A along y. 80 N C.) 90 N D.) 100 N 11) A.) 50 N 100 N Determine the forces in the struts. В.) C.) 150 N D.) 200 N 12) A.) 322.47 N...
Question 15 For the truss shown in the figure below, determine the vertical reaction force at support A 5 kN 3 m 45 1 m 2 m +5 KN + 4.3 kN -3 kN -5 kN Question 16 For the truss shown in the figure below, determine the horizontal reaction force at support D: 5 kN 45° 1 m 2 m + 15 kN - 12.5 kN 0 kN +5 kN Question 17 For the truss shown in the figure...
Q.3 For the non-parallel chord truss bridge shown in Fig. 3(a) (1) determine the influence lines for Fco, Fca and Fee: (2) The bridge is to be designed for the equivalent moving load detailed in Fig. 3(b). Compute the maximum tensile and compressive axial forces in member Cd. (Answer: Fcd max, T = 133.46 kN) L L P-115 kN JI ,-10 kN/m 4.5m 6@5m (Note that L2 may be varied or split up to achieve the desired effects, and that...
Part A Set Pi -6 kN and P2 11 kN. (Figure 1) Determine the force in member AB, and state if the member is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. kN AB Previous Answers Request Answer Figure XIncorrect; Try Again; 2 attempts remaining Part B Determine the force in member AF, and state if...
A 3 m rigid bar AB is supported with a vertical translational spring at A and a pin at B The bar is subjected to a linearly varying distributed load with maximum intensity g Calculate the vertical deformation of the spring if the spring constant is 700 kN/m. (ans: 21.43 mm) 2. A steel cable with a nominal diameter of 25 mm is used in a construction yard to lift a bridge section weighing 38 kN. The cable has an...