Answered: 150 kN 40 kN/m Determine the vertical…

150 kN 40 kN/m Determine the vertical reaction at support B of the given frame. 8 m 20 kN/m 6 m 6 m 6 m- a) 85.93 kN b) 73.27 kN c) 74.65 kN 86.96 kN е) 82.23 kN

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: 45° 5 kN 3 m C 45° 1.5 m B 1.5 m

Q: 30° A 222.5 kN |--2m+2m+ 22 kN/m 4 m + 3 m 135.7 kN-m B

Q: 15 kN/m 5 kN/m 9 m

A: Given data Simply supported beam UVL Span length I will break the given loading into UDL and UVL

Q: 14. A simply supported beam has a length of 6 m and loaded with a uniform load of 15 kN/m. Compute…

Q: rent Attempt ln Progress Determine the shear force Vin the beam at a point located 0.70 m to the…

A: Given data, By = 300 kN Cy = 125 kN

Q: 513.50 KN 452.97 KN 342.25 KN 231.52 KN 120.47 KN 10.20- 3.50- 10.20- 3.30 3.30 3.30 3.30 3.30

A: Given data:- Diagram is given in question;

Q: 1. (a) Determine the internal normal force, shear force, and moment at point C in the double…

Q: Determine the internal normal force, shear force, and moment at point C and D in the simply…

A: Given : Determine the internal normal force , shear force and moment at point C and D .

Q: Determine the shear force V in the beam at the point located 0.75 m to the right of point B. The…

Q: Situation 4: A truck with axle loads of 40 kN and 60 kN on a wheel base of 5 m rolls across a 10 m…

Q: Problem 3) Determine the maximum positive moment at point C on the single girder caused by the…

A: Determine the maximum positive moment at point C on the single girder caused by the moving load.

Q: Determine the maximum moment location for the above beam. A) 6.28 m from support C C) 3.28 m from…

Q: 30 kN 2 kN/m Determine the vertical reaction at support 3 kN/m 60KN.m B of the given beam. B 10 m…

A: (d) 61.33 KN

Q: d 8 kN -1.5 m 2 kN 30° 450. B 0.3 m 2 kN A 30° 18m 8 kN

Q: Determine the internal bending moment at point C. * 12 kN.m 6 kN O 24.0 kN-m O -24.0 kN-m O 9.33…

Q: Solve for the reactions using portal method. 70 kN 70 kN- A E 35 kN 9m B M K G C -6m- 9m L H D T 4.8…

Q: 6 kN/m 5 kN/m 4 kN/m F D E 1.0m 4.0m 4.0 m 2.0 m

Q: Situational Problem 2(For Q8 and Q9) A propped beam 7m long carries a uniformly varying load…

Q: 7- A continuous beam and the support reactions are given below. At which location from point A, the…

A: Given data in question Continous beam Span member length Vertical reactions End moments To find…

Q: 10 kN. B 3 m Find support reactions for frames shown below. 60 KN 20 kN/m C (i) 3 m Tele E NE E 2 3…

Q: For the frame (ABCD), draw forces diagram (axial, shear and bending momer 50 kN/m 3.0 m 60 kN 3.0 m

Q: Determine the internal forces at point D of the frame. I WILL RATE YOU.

A: Introduction- In building, framing is the fitting of parts together to provide structural stability…

Q: Determine the internal normal force, shear force, and moment at point D of the two-member frame.

A: Consider the free body diagram of the member BC. Here, Bx is the horizontal reaction at point B, By…

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: Determine the internal force carried by member BC. 50 kN 50 kN 100 kN D. 4 m B 3 m

Q: Assuming points of contraflexure 1.5m from the central support on either side of the roller support,…

Q: The Three-pinned arch is parabolic in shape. If the arch carries a uniform horizontakky distributed…

A: Load intensity = 140.5 kN.m

Q: rces

A: Draw free body diagram

Q: 1. Equivalent resultant force. 150 kN b) 110 a) kN c) 90 kN Equivalent resultant moment about the…

A: a: equivalent resultant force:∑FY=0-30-60-40+20+R=0R=110 KN

Q: Make a Shear and Moment diagram of the beams presented. 2. Determine the value and location of the…

Q: The vertical upward reaction at the roller support at point B is 25kN. Calculate: a) the shear…

A: The answer has been attached in the form of images as follows:

Q: P = 10 1.5P kN- PKN- F 1.5 m, GH -3 m E -3m- 1.5 m, IC -3 m D ++ B 2m 6 m

A: P=10kN To find moment about point A

Q: Describe the different methods in transportation evaluation based on multiple criteria

A: Transportation is the movement of humans and goods from one location to another. it is important…

Q: Solve for the maximum shear and maximum moment of the simply supported beam. Show the shear and…

Q: Determine the internal force in member jk. 8 kN A 13.33 KN (T) B) 21.33 KN (C) 14.17 KN (T) D 52.00…

Q: of 5 KN/m on the 3 m portion of the beam from the free end and a counterclockwise couple of 60 KN-m…

Q: 3. Determine the moment reaction of the fixed support at point A? 4 kN/m 6 m

A: Given data : Uniformly distributed load (w)=4 KN/mLength (L)=6 m

Q: 5- 9 m 5 KN/m 2 kN/m Find the value of the bending moment at the support of the given frame. 2 kN/m…

Q: Draw S.F.D. and B.M.D. for Beam JZ below by using the Moment Distribution Method. 14.1 kN/m EI EI J…

Q: 1. A two hinged parabolic arch of span 25 m and rise 5 m carries an udl of 38 kN/m covering a…

Q: 3) The 4 KN load is hoisted at a constant speed using motor M, which has a weight of 0.45 KN.…

A: Load hoisted on the motor = 4kNWeight of motor = 0.45 kNSelf-weight of the beam = 0.6 kN/m

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

A: We can solve the member forces by Method of joints Method of sections I have solved this by…

Q: PROBLEM 2: Draw the shear and bending moment diagrams for the beam shown. a. Determine the maximum…

Q: For the beam below, the support reactions at QA and B have deen calculated and given as below.…

Question

4 -
150 kN
40 kN/m
Determine the vertical reaction at support
B of the given frame.
8 m
20 kN/m
6 m.
6 m-
6 m-
а)
85.93 kN
b)
73.27 kN
c)
74.65 kN
d)
86.96 kN
e)
82.23 kN

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 1 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

10 - Calculate the value of the bending moment generated at support A of the given structure? D A 120 kN 4.0 m 4.0 m 4.0 m 4.0 m a) 600 kN.m b) 960 kN.m c) 565 kN.m d) 1440 kN.m е) 480 kN.m 3.0 m
Derive the shear force equation,bending moment equation for the beam own. Neglect the weight of the beam. * 2.1 kN/m A C 5 m B, 2m-
For the given frame shown, analyze using cantilever method: Which of the following gives the axial load for column BD?a. 22.5 kN c. 82.5 kNb. 62.5 kN d. 45 kN Which of the following gives the shear at column DF?a. 45 kN c. 30 kNb. 95 kN d. 50 kN Which of the following gives the moment at support B?a. 160 kN-m c. 140 kN-mb. 150 kN-m d. 120 kN-m
A propped cantilever beam (a beam fixed at one end and simple supported at the other end) is subject to a uniform load of 10 kN/m and a concentrated load of 40 kN at midspan. Determine the reaction at the simple support if the span is 10 m. A 60 kn B) 50 kn. C 80 kn D 70 kn
Determine the shear force V in the beam at the point located 1.40 m to the right of point B. The ground reactions are provided.
For the given loads w = 36 KN/m and M=90 KN.m is supported as shown by a roller at D and a hinge at D 1- Magnitude of reaction at D is (KN) : (a. 72 - b. 180 - c. 144 - d. 216 - e. 252 ) 2- Magnitude of reaction at A is (KN): (a. 72 - b. 108 - c. 252 - d. 36 - e. 180 ) 3- Bending moment just to the right of B (KN.m) : (a. -36 - b. -54 - c. -72 - d. -90 - e. -108) 4-Find Shear force just to the right of D 5- Find Shear force just to the left of D 6- Find Maximum absolute value of bending moment (KN.m) is
For the beam and loading shown, Determine the shear force at the point located just to the right of the support at B, given that W=18 KN/m , P=26 KN , M=121 KN.m P kN W kN/m B M kN-m 8 m 3 m а. 26.00 KN b. 52.00 kN c. 44.00 kN d. 13.00 kN е. -26.00 KN
What is the positive max. moment at span AB? a. 25.80 kN-m b. 20.80 kN-m c. 23.80 kN-m d. 15.373 kN-m The positive maximum moment at span AB is located at a distance of _________ from support A. a. 2.50 m b. 1.203 m c. 2.056 m d. 1.503 m
Determine the required magnitude of force F, if the resultant couple moment on the beam is to be zero. 3 m- 3 m ... 5 kN B 0.5 m 30° 30 0.5 m 35 kN A) 14.2 kN B 24.1 kN 12.4 kN (D) 41.2 kN E) 21.4 kN
Determine the internal normal force, shear force, and bending moment acting at point C in the beam.
The VERTICAL Reaction at the Roller support is 10 kN 45°C m 3 m Select one: a. 3.77 KN b. 9.67 KN c. 5.89 KN d. 5.88 KN
KN/M te 3KN B 1.9M 0.3m 1•6m 2.4 m From the given Beam 9.) Reaction @ A and B Shear and Moment @ C c. Draw the shear and Moment Diagram 2021/12/08 19:53 ..