180 kN270 kNB3 m3 m3 m21E = constant = 200 GPaI = 420x10mmThe beam has an additional load of 24 kN/m in segmentBC. Determine the rotation of the beam at B.Indicate the direction of the rotation by putting a sign toyour answer.(-) for clockwise rotationno sign for counterclockwise rotation.

Answered: Image /qna-images/answer/79c5dbda-2bac-4544-98c6-0577b3b659bc.jpg

Answered: The beam has an additional load of 24…

Engineering

Civil Engineering

The beam has an additional load of 24 kN/m in segment BC. Determine the rotation of the beam at B.

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: 8. The jib crane is supported by a pin at C and rod AB. If the load has a mass of 19,620N with its…

Q: Determine the force in member AD for the truss shown using the method of joints. D B 120 kN -4 m 60…

A: A truss is given with hinged support at A and roller support at C.At point D, 60kN and 120kN loads…

Q: W max 3 m 60 KN -1.5 m- D -1.5 m- B

Q: Solve for the vertical deviation of B with respect to the tangent at C, tB/C. Determine the slope at…

A: Using Moment area method ##### ##the vertical deviation of B with respect to the tangent at C, tB/C.…

Q: SOLVE THIS USING DOUBLE INTEGRATION METHOD. COMPLETE SOLUTION PLEASE. Find all the support reactions…

Q: 2. Determine the length b of the triangular load and its position a on the beam such that the…

Q: 25 kN 8 kN/m 10 kN-m 2 m A 15 kN 30° 12 kN 2.5 m 1 m 3 m 2.5 m 2 m

Q: Determine the shear V and moment M at a section of the loaded beam 200 mm to the right of A. Ans. V…

Q: a-37m b-50m c-53m C-230 kN-m F= 20 KN w-24 kNm Determine the support reactions at the left and…

Q: Beam ABCD carries a varying load on segment AB as shown below and a counter clockwise couple at…

Q: Determine the support reactions at A for the beam with built-in ends. Use the moment- area theorems…

Q: rmine the end-moments for the continuous beam below. EI is constan

Q: Compute the force in member BD in kN. P1=186kN, P2=107 kN and x = 7.9 m. Write numerical value only…

A: P1=186kN P1=107kN To find force in member BD

Q: Problem 2: For the shown beam: a. Calculate the Equivalent Concentrated force FR for F the shown…

A: A uniform distributed load is a force delivered uniformly over the length of support. When a load is…

Q: Determine the length b of the triangular load and its position a on the beam such that the…

A: Given Data: The span of the beam is L=4 m. The intensity of the Uniformly Distributed load is w1=2…

Q: 3:- 5. 22 6 m B on the Beam Solve for the support seoctions at A and

Q: Determine the support reaction forces of each given beam. 335 KN 180 KN Hinge А 4 m. B + 4 m C +4m-…

Q: The taligate is supported by the hydraulic lift BC. If the lift exerts a 125 lb force directed along…

A: Force along BC = 125 lbDimensionsTo find out Moment at A

Q: The 457 kg uniform beam is subjected to the three external loads shown. Compute the force reaction…

Q: 2. Assume that support at A is fixed and at C is pinned. Using slope deflection method, 2 kN/m 3m 4…

Q: The 6 m long beam above is subjected to a point force of 15 kN at an angle of θ = 60°, a clockwise…

A: We are authorized to answer three subparts at a time, since you have not mentioned which part you…

Q: An 8-m span overhanging beam carries 5 KN/m load uniformly distributed over its entire length, and…

Q: Situation A: The shaft is supported by a smooth thrust bearing at B and a journal bearing at C.…

A: Determine the resultant internal shear loadings acting on the cross section at E.

Q: For the beam below, find the reaction forces at pinned joint A and roller joint D.

A: The free body diagram of the beam is shown below.

Q: 3. Determine the length b of the triangular load and its position a on the beam such that the…

A: Reaction =012×6×b-2×a+b=03b-2a-2b=0b=2a...........1

Q: Assuming that the beam has only one point of zero slope, point Z and it is located between B and C,…

Q: 100 N 200 N E A B 2 m 1.5 m 3 m 11.5m 1.5 m 150 N

Q: Q/ Determine the length b of the triangular load and on the beam such that the equivalent resultant

Q: A propped beam has a span of 7.2 meters is simply supported at C. It carries a concentrated load of…

Q: II- Three Moment Equation 2. Determine the reactions at the supports for the given beam. The moment…

Q: Q.3. Determine the length b of the triangular load and its position a on the beam such that the…

A: Reaction =012×6×b-2×a+b=03b-2a-2b=0b=2a...........1

Q: The overhead electric hoist Crides along a track on the horizontal beam . AB. In addition to the…

A: The resultant force is the sum of all the forces acting on the member. When the force is acting in…

Q: A restrained beam is to carry a uniformly distributed dead load of 10 KN/m and live load of 5 KN/m…

Q: Problem 3. The beam AB has a negligible mass and thickness and is subjected to a triangular…

A: Given : P = 150 N Determine the two coefficient of static friction at B and C ?

Q: Determine the length b of the triangular load ts position a on the beam such that the equiv…

A: Reaction =012×6×b-2×a+b=03b-2a-2b=0b=2a...........1

Q: Q4. The T-beam is supported by a pin support at point A and a roller support at point B, and the…

Q: A uniform distributed torque of 20 kNm/m is applied to the shaft which is fixed at A and C. G=7.5GPa…

A: It is required to determine the polar moment of inertia. J=π32D4-d4=π3280 mm4-60 mm4=2748894 mm4 We…

Q: Determine the internal normal force, shear force, and bending moment in the beam at points B and C.…

Q: SOLVE THIS USING CONJUGATE BEAM METHOD. COMPLETE SOLUTION PLEASE. Find all the support reactions for…

A: Conjugate beam is used to find slope and deflection of a beam.

Q: Compute the force in member BD in kN. P1 117 kN, P2 72 kN and x = 7.8 m. Write numerical value only…

Q: Q.3. Determine the length b of the triangular load and its position a on the beam such that the…

A: Hello dear Please find the solution below

Q: 900 N Determine the internal normal force, shear force, and bending moment in the beam at points B…

A: Answer: Let us first calculate the support reactions at A and D using below free body diagram.…

Concept explainers

System of Forces

A force is an external influence or agent that changes the state of a system. According to Newton's second law, the force applied to a body is proportional to the change in momentum of a body. Hence, whenever a force is applied to a body, its momentum changes. If the body is at rest, under the action of force, its state of rest changes to motion. In other words, the magnitude of the momentum of the body changes from zero to a measurable value. Similarly, if the body possesses some initial velocity, it has some associated momentum, the effect of force can cause the body to halt or come to rest, that is, the momentum reduces to zero.

Question

180 kN
270 kN
B
3 m
3 m
3 m
21
E = constant = 200 GPa
I = 420x10mm
The beam has an additional load of 24 kN/m in segment
BC. Determine the rotation of the beam at B.
Indicate the direction of the rotation by putting a sign to
your answer.
(-) for clockwise rotation
no sign for counterclockwise rotation.

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

Step 2

Step 3

Step 4

Step 5

Step 6

Step 7

Step by step

Solved in 7 steps with 6 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

Calculate the reactions of supports for each beam below using three-moment equation.
Q.3. Determine the length b of the triangular load and its position a on the beam such that the equivalent resultant force is zero and the resultant couple moment is 8 kN.m clockwise. 4 m 16 kN/m 2 kN/m
Cross method. Given the continuous beam with the loads and the parameters indicated in it, determine (i) the reactions in the supports; (ii) the bending moment diagram. El is constant throughout the beam. 25KN 20 KN/m 40 KN/m 50 KNm 1m 1m 1m Зт 2m 3m
Determine the vertical reaction at each support (Ay, By, Cy, Dy and Ey) for the beam below. 15 kN/m E B El = constant
For P1 3 kN, P2 = 13 kN, what is the resultant axial normal force in section AB and section BC [kN]. Kindly draw FBD and solve
50 kN/m c tim + ↓ +++ B Bm 3m 3m Draw the shear and bending moment Diagram. With complete solution.. D
Calculate the force at member BC. C 1.5 in. 60° 8 ft A 2 kip/ft
Situation 2 Determine the force in kN of following-member of the loaded truss. Indicate whether it is C (Compression) or T (Tension) 1. Reaction at E 2. CD 3. JK 60 kN 60 kN 11m 2 m 4. 3 m G- C 75 kN 75 kN 75 kN 6 at 4 m = 24 m
900 N 2. Determine the internal normal force, shear force, and bending moment in the beam at points B and C. The support at A is a roller and D is pinned. B 3 ft 3 ft с 800 lb/ft 8 ft
A simply-supported beam is subjected to the forces and coupled moments. The dimensions of the beam and the values of the forces and couple moments are a 3.7m b=5.0m c-53m C-230 kN-m F = 20 KN w 24 kN/m Determine the support reactions at the left and rights supports. Determine the shearing force and bending moment at the following locations. Finally, determine the maximum bending moment and the location along the length of the beam where the maximum bending moment occurs. b Support Reactions Ru Right Ma a - Shear Forces and Bending Moments At ₁-1.7 m (from the left support) V₁- At #43 m (from the left support) VA Mas Ma At 2s 10.9 m (from the left support) VA" Maximum Sending Moment M atz- be sure to include units with your answers C W
A beam ABCDE is 10 m long and is simply supported at B and the extreme right-hand endE. The beam carries point loads of 50 kN on the over-hanging end at A and 60 kN at D,together with a uniformly distributed load of 40 kN/m between B and C. AB = DE =2m, and BC = 4m. If the point C is 2 mm below the level of the supports at B and E.Determine:(a) The flexural stiffness EI. (b) The deflection at the end A.
For the beam shown; knowing that P= 60 kN, w= 8 kN/m :determine Support reaction at the Rocker at B.. . Reactions at support D: . P kN w kN/m B D F30° |C 3 m 6 m