A beam 8.5 m long is fixed at the left end and supported by a roller at point 1.5 m from the right end. There is an internal hinge at a point 2.5 m from the fixed end. The beam is loaded by a clockwise couple equal to 50 kN-m acting at a point 1 m to the right of the fixed end, a downward uniform vertical load equal to 5 kN/m starting at a point 4.5 m from the fixed end up to the right end of the beam. Solve for the maximum moment.

A beam 8.5 m long is fixed at the left end and supported by a roller at point 1.5 m from the right end. There is an internal hinge at a point 2.5 m from the fixed end. The beam is loaded by a clockwise couple equal to 50 kN-m acting at a point 1 m to the right of the fixed end, a downward uniform vertical load equal to 5 kN/m starting at a point 4.5 m from the fixed end up to the right end of the beam. Solve for the maximum moment.

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 the resultant of the distributed load acting on the flat plate.

A: The distributed load are normally acted in the place like water pressure on dam and wind pressure…

Q: Find the force member CH.

A: solution these types of the question can be solved by using the method of joints concept

Q: PROBLEM SP309 100 KN honzontal supported by a roller at point A and an hinge at point B carnes a…

Q: 25. Which of the follo value of Ay? а. 25 KN b. -40 KN 26. Which of the follo value of Cx? 60 kN -30…

A: To find the support reactions (Ay , Bz and Cx) -

Q: Solve for the following internal forces occurring on the beam loaded as shown below. a. Moment at B…

Q: The central section of the dam wall has the following dimensions and properties: Maximum water depth…

A: A dam section is given as below Self weight of the radial gate and its supporting structure is…

Q: a. Determine the raaction foroes at point A (pin support) and paint D (roller support) b. Calculete…

A: We have to find reaction forces at point A and D. And also calculate resultant forces And the angle…

Q: B -3 m- 3 m The overhang beam above is supported by a pin at point A and a roller at point B. The…

Q: A beam 8.5 m long is fixed at the left end and supported by a roller at point 1.5 m from the right…

Q: Gale AB is 8m wide. (a.) Compute the vertical component of the total hydrostatic force acting on…

A: Solution Given Data Width B= 8 m

Question

SITUATION 6:
A beam 8.5 m long is fixed at the left end and supported by a roller at point 1.5 m from the right end.
There is an internal hinge at a point 2.5 m from the fixed end. The beam is loaded by a clockwise couple
equal to 50 kN-m acting at a point 1 m to the right of the fixed end, a downward uniform vertical load
equal to 5 kN/m starting at a point 4.5 m from the fixed end up to the right end of the beam. Solve for
the maximum moment.

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 4 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

PROBLEM 2 Determine the reaction forces of the hinge at the left end and the roller at the right end if the beam is in equilibrium. jsku/m 50 KN 19 2 m.
15 KN solve 10 KN 8 KN/m B A Max E C ID 1.0 m 2.0 m deflectin 1.0 m 2.0 m EI is Constant Maximum Shear 57 maximum moment 144 Slope at Point A (/EI) 240.12 Slope at Point E(/ EI) Deflection at D( /EI) 217.4 Deflection at B( /EI) 240.12 Maximum Deflection ( /EI) Axial Force in the beam IIIIII
reply asap!! An 8-meter long horizontal beam is supported to the left end by a fixed support and supported to the right end by a roller support. A uniformly varying load from O at the left end to 50 kN/m at the right end is applied onto the beam. Assume that the vertical reaction at the roller support is 165% of the vertical reaction at the fixed support. Calculate for the value of the maximum bending moment in the beam (in kN-m). Input to the nearest two decimal places. Add a negative sign before the numerical value of your answer if needed.
A circular level table 1.2 m in diameter and has a weight of 750 N is supported on three equally spaced vertical legs at A, B and C. Compute the reaction on leg at A if a vertical load of 900 N is placed at D which is 0.3 m from A towards the center of the table. A. 400 NB. 850 NC. 1000 ND. 910 N
Analyze it completely using MDM. Final output should be the shear and moment diagrams.
Problem Number 1: In the given loaded beam determine the resultant force, R and its location from the pointA as it intersects the line AB.
01
Situation 5-A 12-m simple beam supports a uniform load of 36 kN/m over 5 m from the left end. Determine the following: 27. The location of the point of maximum bending moment from the left end of the beam, in meters. A. 3.821 B. 3.635301001 C. 3.958 D. 3.754 28. The maximum bending moment in kN-m. A. 254 C. 296 B. 324 D. 282 29. The shear at the mid span in kN. A. -73.5 C. -67.4 B. -63.4 D. -78.5
The shear diagram for a beam is given below. 30 kN 25 kN –10 kN -20 – 20 kN tismaaam- 2 m -2.5 m 2 m- Which of the following gives the location of the point of contraflexure from the right end of the beam? Select the correct response 4.75 m O4.50 m 3.50 m 3.25 m
A 400 mm x 15 mm cover plate is attached at the top and bottom of a wide flange 21 x 62 in two rows of 22 mm diameter rivets. The beam has a simple span of 8 m and carries a uniform load of 250 kN/m. The depth of the beam is 0.56 m and Ix = 0.00122 m⁴. 1. Which of the following most nearly gives the distance from the neutral axis to the centroid of the cover plate? a. 266.5 mm b. 287.5 mm c. 256.5 mm d. 278.5 mm 2. Which of the following most nearly gives the centroidal moment of inertia? a. 0.002212 m⁴ b. 0.0056 m⁴ c. 0.004414 m⁴ d. 0.0036 m⁴ 3. Which of the following most nearly gives the value of pitch of rivets if the capacity of each rivet is 50 kN? a. 118.1 mm b. 138.4 mm c. 148.6 mm d. 128.2 mm
Considering the beam below using Three Moment Equation, Determine the vertical reaction at points A. B. and C. and the deflection at the midspan of AB.
draw the v and m diagram of the continuous beam shown below. determine the value of EIy