Determine force in members AB, BC, DE, AH, CH, CG, CF, EF, FG, and GH The Fink truss supports the loads shown in (Figure 1). Approximate each joint as a pin. Suppose that P₁ = 500 lb and P₂ = 1000 lb. Need neat and clean handwritten solution Figure > P₂ 2.5 ft 2.5 ft < 2.5 ft D 1 of 1 P₁ 30° E

Determine force in members AB, BC, DE, AH, CH, CG, CF, EF, FG, and GH The Fink truss supports the loads shown in (Figure 1). Approximate each joint as a pin. Suppose that P₁ = 500 lb and P₂ = 1000 lb. Need neat and clean handwritten solution Figure > P₂ 2.5 ft 2.5 ft < 2.5 ft D 1 of 1 P₁ 30° E

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

Question 10 For the cross-braced tower shown in Figure below, joints A, B, C, D, E, F and G are pinned. Members AD and BC are not connected to each other; similarly, members CF and DE are not connected to each other. Determine the axial forces in members GF, CF and FD when the applied loads are WG = 40 kN, WE = 70 kN and Wc = 50 kN. Sign convention: tension positive, compression negative. Select the best answers from those given below: Force in GF = Force in CF = Force in FD = WE We WG. E 40002. ✓kN ✓ KN ✓ KN G 6⁰ 3m F B 3m m 6m
QUESTION 2 |Find by using method of joints, the forces in all members of the truss shown in below figure | 2 kN | 4 kN 60° 60° 3 m E 3 m
A Moving to another question will save this response. Question 10 Save Answer For the cross-braced tower shown in Figure below, joints A, B, C, D, E, F and G are pinned. Members AD and BC are not connected to each other, similarly, members CF and DE are not connected to each other. Determine the axial forces in members GF, CF and FD when the applied loads are WG = 40 kN, WE = 70 kN and WC = 50 kN. Sign convention: tension positive, compression negative. Select the best answers from those given below: Force in GF = Force in CF = Force in FD = WE We WG, E U A ✓KN ✓kN ✓kN 6m 3m B ** 3m <<< Question 10 of 11 6m 6m
2) A cantilevered truss is loaded as shown below. Using method of sections determine the force in member BC. Leave your answer in terms of P. Specify tension (T) or compression (C). (FYI, you do not need a calculator to do this problem.) (Hint: you do not need to find the support reactions to do this problem.) Ans: FBC = (9P)/4 (T) 6 m 6 m 4 m D E 3 m 6 m 3 m
* Required For nos. 38-40, satisfy the conditions of the given problem below: The internal drag truss of the wing of a light airplane is subjected to the forces shown in Determine the force in figure 3. each member, and state if the members are in tension or compression. 38. Load on member BC * 1 point H 0.61 m 0.61 m- 0.61 m 356 N O A. 579.23 N (T) B. 579.32 (C) O C. 580.20 N(T) D. 580.20 N (C) 356 N 0.61 m -0.46 m- 267 N 178 N
Figure 1 shows a truss under three vertical loads applied at point Question 1' B, C, and D. Find the axial forces in bar AF, CF, and BC. 80 AN 100 KN Fig. 1. The kft of the trus is supported by a pim, aand the right of the truss is supported by a roller.
8. For the plane truss loaded as shown below, use the method of joints to calculate the force in members AB, BC,AG, BC and GC. 10 mm 7.5 m 30 kN 8 4.5 m 30 kN 4.5 m f 30 KN 7.5 m 3 m 3 m
England The Questions Question 6. RAX A RAY 4 ype here to search F₁ 2 KN KN B KN F 1 E F + MERA The figure above is a pin-joint frame with horizontal and vertical lengths of Given that it is subjected to forces F₁ = 35kN and F₂ 11kN, calculate the reactions, RAX, RAY and Roy at the supports. Enter your answers in kilonewtons (kN) in the boxes below: Enter RAX: Enter RAY: Enter Rpy: D Roy h 5m.
For the truss in the figure below, if P = 6 kN, what is the force in member CD? E Select one: O a. 6.4 kN O b. 11.2 kN O c. 18.4 kN O d. 10.4 kN 30° 3 m B D P 30° 3m P C
! Required information NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. In the given figure, the bent rod ABEF is supported by bearings at C and D and by wire AH. The portion AB of the rod is 250 mm long, and the load W is 540 N. Assume that the bearing at D does not exert any axial thrust. y A 250 mm 50 mm 30° 300 mm H 50 mm Determine the tension in wire AH. The tension in wire AH is F N. W D (You must provide an answer before moving on to the next part.) 250 mm
Pi 11. Support A is a pin and Support B is a roller. P1=1000#, P2=100#, and P2 P3=200#. ZA=LG=30°. AL=LK=KJ=JI=IH=HG=8.66 ft. B. Identify the forces on members CD, DJ, and EJ, including Tension (T) or Compression (C). You can use either joint method or section method. AY P3
Problem 1 The structure shown below supports a vertical load P = 100 N. The sloped wall at A is frictionless (slope 0 = 54°) and the structure is anchored at G with a frictionless pin. Note that the structure consists of three members, ABEG, BCD, and ED. Ignore their weights. The angle ß = 55.3°. Find all the forces acting on member ABEG and draw them on the figure on the next page. Draw arrows in the correct directions and label them with magnitudes. A 8m e Frictionless slope B O B 10 m P C 3 m D 9 m 2 m