Compute the axial force on Member CF.a. O kNb. 6.5 kN (C)C. 1.75 kN (T)d. 7.58 kN (T)2m5 kN B3 mV10 kN5 m5 m

Answered: Image /qna-images/answer/c9fc5855-33b3-405d-af35-b2e655468fab.jpg

Answered: Compute the axial force on Member CF.…

Engineering

Civil Engineering

Compute the axial force on Member CF. а. ОkN b. 6.5 kN (C) c. 1.75 kN (T) d. 7.58 kN (T) 2 m 5 kN. B 3 m V10 kN 5 m 5 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: The beam ABC is loaded as shown below. Determine the concentrated load F for which the vertical…

A: FBD :

Q: Replace the two forces and single couple by an equivalent force-couple system at point A. 15 KN A 37…

A: to find equivalent couple force system at point A

Q: For the truss loaded as shown, determine the equation for the line of action of the stand-alone…

Q: A restrained beam is loaded as shown below. Determine the end moment at wall A (MA). 40KN IM Select…

Q: h=8m A 1 kN F C El G 5 kN 5 kN 5 kN 1 kN D B 1 kN H 13. Calculate the force at member Gl O a.…

A: Given data in question Point load Span member length To find out Force in member GI

Q: 3 m A 20° 20 kN M T1 10 mi T2 2 m D 4 m 4 m 2 m

A: To find tension in rod

Q: 2.5 H=3m D=2M THICKness = 6mm (a) CIRCUMFerentiaL STRES!? (b) (c) tank as TOP support, 0 ? Tank &…

Q: Situation 10 - Given the following data of the figure shown: Dimensions: L, = 1.80 m L2 = 1.50 m Bar…

A: Figure is as shown

Q: 2k/ft A 3 k/ft 600 k ft 18ft 18 ft. 2 k/ft B 60°

Q: 8 kN 8 kN 15 kN/m 20 kN-m B D 000 -1 m -0.75 m- 1 m 1m 0.25 m

Q: F1 F2 a F3 F4 D

A: FBD: 1:…

Q: Utilize Portl method 1.5P KN F PKN-> A 1.5 m, GH -3 m E 1.5 m IC

A: To find moment about point A

Q: 4. Find the moment at the supports. Make at least eight balances. Use E = 200,000 MPa and I = 170 x…

A: E=200000 MPaI=170 (106) mm4EI=3.4 (1013) N.mm2EI=3.4 (104) kN.m2δd=25 mm =0.025 m

Q: Find: a. b. c. Situation 4: Considering the beam provided below, fixed support at point A, an…

A: As per guidelines, first three sub parts have been solved.

Q: Use Cantilever Method and determine (approximately) the

A: Cantilever Method is an Approximate Method used : Axial forces acting in column is directly…

Q: Circle all zero force members.

Q: PLATE 1 Analysis of a Semi-Frame Example 5-1. Analyze the rigid frame in Fig. 5-1(a). Let H., V.,…

A: Semi frame diagram is provided. We have to calculate the followings: 1. Shear and moment at left of…

Q: For the given loads F1=42 KN, F2=48 KN, F3=45 KN, F4=32 KN (Assume internal forces are in tension)…

A: Loads as F1=42 KN, F2=48 KN, F3=45 KN, F4=32 KNSpan 4.8 mDepth 0.4 mTo find out Reactions Forces

Q: For the system shown below, find the internal shear force at 1 m from the roller support. | 10 kN 6…

Q: Determine fixed support reaction . I will upvote Give fast answer

A: FBD :

Q: Compute the axial force on Member CE. a. O kN b. 6.5 kN (C) c. 1.75 kN (T) d. 7.58 kN (T). 2 m 5 kN,…

Q: he scher below long simply supported beam (resting exterior inge on the left, and a roller on the…

A: Consider the free body diagram of the given beam. Let the vertical reaction at point A be RA that…

Q: Problem Number 5 h = 8 m A 1 kN F B C E G 5 kN 5 kN 5 kN 1 kN 1 kN 1 kN K -6 panels @ 5 m = 30 m- D…

Q: st 1.5 kN 1 kN 4 m

A: solution first find the reactions at the supports consider ∑Fy=0 and consider ∑Fx=0 Py+Ty=3KN…

Q: Pz GIVEN UNICNOWNS R = 4.99 KN Pze 6.05 KN Wi = SKN /m O RAY, KEY, keA & MB FHED VALWE OF INTERNAL…

A: P1 = 4.39KNP2 = 6.05KNW1 = 5KN/m

Q: R1 50 kN 2m m 20 kN/m 10 kN/m 7m R₂ 40 kN 3 m

Q: O2 A |B C| 1.5 m--1.5 m 1.5 m -|

Q: Determine the normal force, shear force, and moment at point C.

A: Consider the equilibrium of forces in vertical direction.

Q: F1 5 KN F2 13 kN e-45 P60 F3 4 kN 4 m 8 m F4 = 22 kN a 30 F5 = 4 kN 1] What is the resultant moment…

Q: Analyze the structure below using cantilever beam method 25KN C 3m 50KNB H 4m 6m -8m- SOLVE the…

A: Given data in question Frame Horizontal loading To find out Centroidal distance from column ABC

Q: 12.5 kN 12.5 kN 12.5 kN 12.5 kN 8. Find CF -2 m- -2 m- B -2 m- D 2.5 m G F E 1 kN 2 kN 9. Find KJ F…

Q: (Y= 9,81 kN/m will be taken as In the bearing structure given in the figure on the side. Find Active…

A: Given data in question Water table position Unit weights Angle of internal friction Cohesion = 0…

Q: Determine the maximum moment considering only the span where the uniform load is applied. (in kN-m)…

A: From the given diagram we have to calculate the The reaction of the beam after getting a reaction…

Q: In the design of reinforced concrete buildings, which of the following points the engineer should…

A: For Any column according to ACI code the axial load carrying capacity we can derive; in that if…

Q: Calculate the magnitude of the tension T and the angle 0, for which the eye bolt will be under a…

Q: For the beam shown, determine the following: 3. (a) Slope at A and B; (b) deflection at F, C and E.…

Q: A -5 kN/m 10m B 5 kN/m 10m )b) ܀ 40 kN C D +++-5m+ 10m E

Q: The internal axial force in segment (2) of the compound axial assembly is equal to:

A: Internal axial force in segment (3) = 75 kN Internal axial force in segment (2) = 75 + 50 = 125 kN

Q: 4. B H F -1.5 m-1.5 m-1.5 m-1.5 m- 6 kN D 6 kN 2m 2 m

Q: For the overhanging beam, determine (a) the value of Ely under the 24 kN load; and (b) the maximum…

Question

Compute the axial force on Member CF.
a. O kN
b. 6.5 kN (C)
C. 1.75 kN (T)
d. 7.58 kN (T)
2m
5 kN B
3 m
V10 kN
5 m
5 m

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

H.W1: 1- discuss the stability and determinacy of the following structure 2- Draw N, V and M diagrams for members AB and BC. 10 KN/m 4 D 2 10 KN E 2 3 B 6 KN/m 3 4 4 20 KN C
Also determine size of the beam (Depth & width).
A rigid beam is loaded with negligible mass and pinned at B and supported by two identical rods, except for the length. A) Calculate the force in rod C B) Calculate the force in rod D STRICTLY SHOW COMPLETE FBD
i%Vr l. مطلوب Untitled Sec.. F1 = 3 kN F2 = 11 kN 8- 60 F3 = 2 kN 1-30 A B 2 m 7m un F4 = 20 kN D a= 30° F5 = 2 kN 1] What is the resultant moment of the five forces acting on the rod about point B? a) 17.8 kN.m b) 20.4 kN.m c) 10.6 kN.m ) 30.1 kN.m d) 12.9 kN.m e) 27.1 kN.m 21 What is the resultant moment of the five forces acting on the rod about point E? a) - 21.7 kN.m b) -11.1 kN.m c) - 4.8 kN.m d) - 9.1 kN.m e) - 17.1 kN.m f) -27.3 kN.m 3] What is the moment of the force F1 about point D? a) - 5.8 kN.m b) - 21.2 kN.m c) - 25.6 kN.m d) - 9.9 kN.m e) 1- 8.1 kN.m ) - 26.1 kN.m 4] What is the moment of the force F2 about point E? a) 66.8 kN.m b) 25.4 kN.m c) 43.6 kN.m d) 62.9 kN.m e) 58.6 kN.m f) 23.1 kN.m Activate Windows 5] What is the moment of the force F5 about point B? c) - 4.8 kN.m Go to Settings to activate Wir e) - 11.1 kN.m a) - 19.7 kN.m b) -6.7 kN.m d) - 9.1 kN.m f) -2.3 kN.m ;The answer is [1 a II
Determine support reaction
27KN/m Hinge 190KN 1.6 m 10.4 m 15m +7m-7m- 19k 19ft 6. As 16k 32k 32k 32k 32k 6 at 20 ft = 120 ft 170KN 40 kN/m 5.
F1-5 N F2 13 -45 -30 F34 N 2m 7 m %24 F4 22 kN 30 F5 - 4 kN 1] What is the resultant moment of the five forces acting on the rod about point B? a) 13.1 kN.m b) 5.4 kN.m c) 16.2 kN.m d) 18.5 kN.m e) 23.6 kN.m 0 9.1 kN.m 21 What is the resultant moment of the five forees acting on the rod about point E? a) - 11.7 KN.m b) -19.1 kN.m c) - 3.3 kN. m d) - 22.1 kN.m e) - 12.7N. m D- 31.3 KN.m 31 What is the moment of the force F1 about point D? a)- 31.8 KN. m b) -19.1 kN.m c) - 3.3 kN.m d) - 22.1 N.. e)- 12.7 kN.m 0- 9.3 kN.m 41 What is the moment of the force F2 about point E? a) 55.1 kN.m b) 69.3 KN.m ) 16.2 kN.m d) 15.5 KN.m e) 45.6 kN. m D75.1 kN.m 5] What is the moment of the force ES about point B? a)-13.3 kN.m b) 17.1 KN. m 0 S.3 KN.m d) 22.1 N.m e)- 12.7 kN.m D 25.3 kN.m
The shaft is supported by a smooth thrust bearing at A and a smooth journal bearing at B. Determine the resultant internal loadings acting on the cross section at C. 600 N/m A. В D |C |-1 m--1 m-1 m ---1.5 m1.5 m 900 N
Thanks for the help Determine support reaction at D
Solve for the reaction force Bz.
Problem Number 5 h = 8 m A 1 kN F 1 kN J B C E G 5 kN 5 kN 5 kN 1 kN D 1 kN 12. Calculate the force at member GH a. 1.859kN T O b. 1.859kN C O c. 1.371kN T O d. 1.371kN C H 1 kN K I 6 panels @ 5 m = 30 m- L