in (Eigure 1), the forces in members A and Care FA = 6.5 kN and Fc = 3 kN. The force system is concurrent at point O.Determine the forces acting on members B and D that are required for equilibrium.FoPart A45SubmitFB = ValuePart BDetermine FB.Express your answer to three significant figures and include the appropriate units.μARequest AnswerBASED60"UnitsBFBDetermine FD.Express your answer to three significant figures and include the appropriate units.

Answered: Image /qna-images/answer/e7f3a4ee-93a1-41a3-a0c4-5d379c2eecb1.jpg

In (Eigure 1), the forces in members A and Care FA = 6.5 kN and Fo=3 kN. The force system is concurrent at point O. Determine the forces acting on members B and D that are required for equilibrium. Fo Part A FB = 45 D Part B. Determine FB. Express your answer to three significant figures and include the appropriate units. HA Value Submit Request Answer Units DA 60" ? B FB Determine Fp. Express your answer to three significant figures and include the appropriate units.

In (Eigure 1), the forces in members A and Care FA = 6.5 kN and Fo=3 kN. The force system is concurrent at point O. Determine the forces acting on members B and D that are required for equilibrium. Fo Part A FB = 45 D Part B. Determine FB. Express your answer to three significant figures and include the appropriate units. HA Value Submit Request Answer Units DA 60" ? B FB Determine Fp. Express your answer to three significant figures and include the appropriate units.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

2. Determine the normal stress in members BD, AC, and BC in the truss shown. The cross- sectional area of each member is 1500 mm2. Indicate whether the stresses are tensile (T) or compressive (C). Use 2 decimal places in every solved value. 10 m 10 m 10 m K 6 т H 6 т 15° 15° 50 kN 40 kN E F 6 т C D б т A B
Determine the magnitude of the pin force at A. Assume W = 830 lb, a = 3.5 ft, b = 2.4ft, r = 7 in. r W C с Answer: A = i a. B a A D lb b
Consider the truss shown in (Figure 1). Set P = 7 kN , P2 = 9 kN , P3 = 13 kN Part A Determine the force in member BC of the truss and state if this 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. Figure < 1 of 1 HA ? F P3 FBC = Value Units 3 m Submit Request Answer D B 3 m 3 m 3 m Part B P1 P2 Determine the force in member BE of the truss and state if this member is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter neative value in the cace of comnression and nositive value in the case of
Set P₁ = 38 kN, P₂ = 28 kN. (Figure 1) Figure B G -1.5 m 1.5 m 1.5 m 1.5 m P₁ P₂ 1 of 1 2 m Part A Determine the force in member AB of the truss. 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. FAB = Submit μA Value Request Answer Units ?
Sispose that P = 30 kip, P=20 kip, and = 10 kip Figure ++. 400 San 184-399 30 Part A Determine the force in member GF of the bridge truss Express your answer in kilopounds to three significant figures. Enter negative value in the case of compression and positive value in the case of tension For Submit Part B Avec Fre Request Anst O? Determine the force in member PC of the bridge truss Express your answer in kilopounds to three significant figures. Enter negative value in the case of compression and positive value in the case of tension VAZO IT vec kip ? kip
A beam is subjected to a linearly distributed downward load and rests on two wide supports BC and DE, that exert uniformly distributed upward loads as shown. Determine the values of wec and WDE corresponding to equilibrium when WA = 750 N/m. 1200 N/m 20 C WBC ADA A 0.6 m- B' 0.8 m The value of WDE is The value of wBc is [ -3.1 ms -6 m- N/m. N/m. D (DE 1.0m E F
Bar ABC is rigid and rotates freely about B. The loads consist of a point load and a uniform temperature change in both bars CD and EF. Determine the temperature change (AT) at which points A and E first come into contact. Report your answer rounded to the nearest degree. 100 in initial gap = 0.11 in F T E A = 2.0 in² AEF EEF = 12,000 ksi aEF LEF 100 in = 13.5 x 10-6 1/°F = 50 in B 14 k 100 in D с ACD= 1.5 in² ECD CD= 6.5 x 10-6 1/°F = 29,000 ksi = 150 in LCD Y Z
The 22-mm-diameter A-36 steel rod is subjected to the axial forces shown. Take E = 200 GPa. (Figure 1) Figure 1 A of 1 600 mm B 400 mm 50 kN 50 kN C 40 kN MILA Determine the displacement of end C with respect to the fixed support at A. Express your answer to three significant figures and include the appropriate units. 1 dc = Submit μÅ Value Units My Answers Give Up ?
Assume that the truss is simply supported at joints M and E. Determine the stress at member DE if Pu = 18.375 Kips, the area is 23 in?. Answer your problem with the given unit ksi. Pu Pu Pu Pu Pu Pu Pu * (a: 10' - J I H G K F * (a ' - RI Rv 8@10'=80
A 90-kg smooth circular cylinder A with a radius of 0.6 m is held in equilibrium by a cord CD and a bar BC of negligible mass. The length of bar BC is 2.4 m. a. Draw the FBD of the circular cylinder and the bar BC.b. Determine the tension in the cord CD.
A rectangular steel block is 4 inches long in the x direction, 3 inches longin the y direction, and 4 inches long in the z direction. The block issubjected to a triaxial loading of three uniformly distributed forces asfollows: 48 kips tension in the x direction, 60 kips compression in the ydirection, and 54 kips tension in the z direction. If ν = 0.30 and E = 29 ×106 psi, determine the single uniformly distributed load in the x directionthat would produce the same deformation in the y direction as the originalloading. Note provide a diagram/figure. -Draw and label the diagram correctly, No diagram in the solution will be marked wrong. -Shortcut solution will be marked wrong.- Direction of the assumption of the equilibrium equation must be shown, no direction will be marked wrong.