Problem Number 5h = 8 mA1 kNF1 kNJBCEG5 kN 5 kN 5 kN1 kN1 kNK-6 panels @ 5 m = 30 m-D1 kNH11. Calculate the force at member FHO a. 13.82kN CO b. 13.82kN TO c. 15.82kN CO d. 13.82kN TL

Answered: Image /qna-images/answer/63e04de0-3cd8-4528-bbf8-7920893d0c5c.jpg

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 1 kN 11. Calculate the force at member FH O a. 13.82kN C O b. 13.82kN T O c. 15.82kN C O d. 13.82kN T H L

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 1 kN 11. Calculate the force at member FH O a. 13.82kN C O b. 13.82kN T O c. 15.82kN C O d. 13.82kN T H L

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: Find roller support reaction

A: Given data : Point load =3 KN Point load=4 KN Point load=3 KN To find : Roller support reaction

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

A: FBD :

Q: Result II. Construct the bending moment diagram of the following structure. Reviewer 8kN 6kN/m A 2m…

A: The algebraic sum of the vertical forces at any section of a beam to the right or left of the…

Q: I0 KN 15 KN 10 KN E. 0.9 m C. 0.9m G IF 1.2m 1.2m 1.2m 1.2m

Q: -25 kN/m 13 m 75 kN 3 m 4m B

A: Shear Force Diagram: The shear force diagram represents the shear forces at each point on the beam.…

Q: Create a moment diagram given the FBD and shear diagram (pictured)

A: Draw the bending moment diagram of the given FBD and Shear force diagram.

Q: SITUATION 5. For Items 12-14. 12. Find the force acting on member FE. a. 1.803 kN "T" 1.Şm H b.…

Q: Solve fast and accurate

A: Step 1: Step 2: Step 3: Step 4:

Q: у -ахis F4 Fs F1 х- ахis F3 F2 .ne arm in is subjected to tive torces as tollows: F1 = 135 N, F2 =…

A: (3) It is required to determine the magnitude of force F5. Equilibrium of vertical forces,…

Q: need the answer quickly

Q: 4 20 kN /=3 m d 1-3 m Which of the following most nearly gives the force in member cd due to a…

A: As per Bartleby's guidelines we are supposed to answer only first question. Kindly repost other…

Q: What is the Maximum moment in kN-m. Given: w = 38, a = 4, b = 3, and c = 1. RA am B W kN/m bm Skecm…

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

Q: Solve for the EIA using Area- Moment Method. 50 kN 60KN 3m to 2m EID @ pt. C dic 2.5m

A: Concentrated load acting at B=50 KN concentrated load acting at C =60 KN Length of beam =7.5 m

Q: EATWORK 2: The maximum shear stress allowed in Pin B is 70 MPa. Compute for the minimum diameter of…

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: ION 120 N 10N Com 4m 4m rom the figure above, determine the: (12 pts) A Resultant reaction at…

Q: What is the fixed end moment FEMAB for the beam with a settlement of 25 mm at support C: 20 kN/m 60…

A: Given data in question Span member length UDL Point load To find out Fixed end moment in AB

Q: 96 If the resultant of the loads shown passes through point B, determine the equivalent force-couple…

A: In the object, every set of force and moment has the equivalent force couple. This is the single…

Q: Pls solve and find the reactions

A: Determine the support reaction and member force of the truss.

Q: 11. Calculate the force at member FH

A: Take moment about A∑ MA=0RL(30)-6(5)-6(10)-6(15)-1(20)-1(25)=0RL=7.5kN

Q: Betermine the force in member BF. 4m 12KN 4m А, 3m C 3m 24KN! 12KN

Q: 5 kN 20 kN/m B. -211 3 m

Q: 20 KN 20 KN 200min 25 KN Im 100 mm 10 KN/m 10 KN/m B00 mm -1.00-T-00+ 4.00+1-001.00- 25mm -15m a.)…

Q: and Reactions at Supports by Moment Distribution Method. 10 KN EI M AB = kN.m * 4.89 5.133 6.566 لا…

Q: Fluid mechanics, I need solutions in 15 minutes please. MCQ/Determine the magnitude of the force…

A: If any force is acting on a body due to fluid, then the force will act on centroid of that body.The…

Q: HW Determine the resultant force at pins A, B, and C on the three-member framc. 800 N 200 N/ m 2m…

A: As per guidelines we are supposed to answer only first question so please repost rest questions…

Q: What is the support moment M, in the beam shown below? 15KN 30 kN/m -1.5 m 1.5 m

A: UVL of 30 KN/m for 1.5 m lengthA concentrated load of 15 KN at the end of beamCorrect option is…

Q: Situation 3 (CE Nov 1999) 8 m The frame shown in the figure is to be analyzed using the cantilever…

Q: q kN/m 1 2 A 4 EI 3 2EI El В 3 m 6 m + ta onergeler aimak Using cross method, cotarmina the…

A: As math type not available, hence providing Hand written solution

Q: SITUATION 6. For Items 15-16. 15. Refer to segment BE. What is the 100 kN/m maximum shear? a. 100 kN…

Q: 1. Wid th of the gale being aG m 4m. Oil SG = 0-62 a. Det the hydrostahié trie of the Gognid ig the…

Q: Three force P3D36, F=54, and Q=72 KN, C D 4 m E 3m 3 m 3 m 3m A H G F D. force in member EF force in…

Q: What is the Maximum moment in kN-m. Given: w = 32, a 3, b = 4, and c 2. w kN/m D. B. * bm a m cm RA…

A: Maximum BM occur at the point of zero shear force. First find the location of zero shear. Then…

Q: Poodl 1.5m 1500N 2m 3m Reafd: 1. Reaction Component E 2- Force BF ? 3.Force EF 7

A: Following is the given diagram

Q: Calculate the force when the hanging mass is 30g Select one: O a. None of these answers O b. 0.294N…

A: Covert given mass from Grams to Kg. 30 grams = 30x10-3kg= 0.03kg See below tabs for Ans

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

Q: h=8m A 1 kN F 1 kN L B C E G 5 kN 5 kN 5 kN 1 kN 1 kN I K -6 panels @ 5 m = 30 m- D 1 kN 11.…

A: To Determine Force at member FH

Q: : Using unit load method find the rotations at C

A: ###Determination of Rotations At C ###Using Unit load method##

Q: draw shear and moment diagram

A: Draw the shear force and moment diagram of the frame.

Q: Ex:-@ Find the END Moment by slope. deflection equation

A: Fixed End Moment:MFAB=MFBA=0MFBC=-wL212=-36×5212=-75 kN.mMFCB=wL212=36×5212=75 kN.mMCD=-36×1×0.5=-18…

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: Q Forthe fvamin fig determine Veaction at supports ' So

A: Free Body Diagram of the given problem:

Q: An 3k JH Ay B G Af с D E- 10' Determine the support reactions and member forces of all 101+ the…

A: We have to find out the reactionsAll member forces in the truss.

Q: compute for the reaction

Q: Get the value of Ry only. Asap

A: To find resultant reaction in y direction

Q: Determine maximum shear forc

A: Support reaction : Apply equilibrium condition ∑MC=0RBY×18-9×24-12×4×18×183=0RB=24…

Question

Problem Number 5
h = 8 m
A
1 kN
F
1 kNJ
B
C
E
G
5 kN 5 kN 5 kN
1 kN
1 kN
K
-6 panels @ 5 m = 30 m-
D
1 kN
H
11. Calculate the force at member FH
O a. 13.82kN C
O b. 13.82kN T
O c. 15.82kN C
O d. 13.82kN T
L

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

I need right solution with detailed clear calculations
Determine the bending moment at point B If P=85 KN, W=15 KN/m, M= 48 KN.m w kN/m PAN MkNm 3m 3m 2m Sm 4 m Select one: O A. -65.78 KN.m OB. 451.67 KN.m OC. -451.67 KN.m OD. 30.22 KN.m O E. -21.33 KN.m
Modify the beam and get the shear and moment equation.
NEED FAST!!! NOW
Section 1- Force Vectors 1.1 (20 pts) The t-component of the force Fis known to be 75 N. Determine only the n-component. 10 A. 119.5 N B. 62.9 N C. - 97.9 kN D. - 62.9 N E. 56.5 N 30
Also determine size of the beam (Depth & width).
Determine FEMAD of the beam with uniform varying load of 23 kN/m, 1 meter from the left fixed support then up to 1 meter away from the right fixed support. L - 10 m Ⓒ 78.15 0 71.58 Ⓒ 51.78 A
1 3SD MM 350 M BERB 350.00 mm 40 kN 350.00 tom 5 kN 350.00.ram S600 MM 200.00 1,900 AM 1,600 am 1,600.00 Compute the axial load in AB and the reaction force in pin C 50 kN
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
ANSWER ASAP
Can you help me please explain this solution?
%06 O Take Quiz Exit Assume the area of the interior columns is twice the area of the exterior columns and the baseplates connecting all columns to the foundations can be treated as pin support, determine the vertical reaction (kN) at support A using cantilever method. 10 KN 30 KN IB ID El 5m 8m 8m 5m O 7.5 10.8 O Something Else