Set up the compatibility equation for the beam and determine moment diagram for the beam. In addition to the applied load, the fixed support rotates 5 degrees clockwise and the support for the spring moves 0.1 inches downward. Take the following values for properties: E = 29,000ksi and I = 288in^4. 5 kips/ft Sk 10 kips/in 15 ft 20 ft

Set up the compatibility equation for the beam and determine moment diagram for the beam. In addition to the applied load, the fixed support rotates 5 degrees clockwise and the support for the spring moves 0.1 inches downward. Take the following values for properties: E = 29,000ksi and I = 288in^4. 5 kips/ft Sk 10 kips/in 15 ft 20 ft

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: Determire the reactiors of the given beam using morment distribution method. w = 25 kN/m, P: = 25…

Q: What is the lateral deflection at joint E in mm?

A: A truss supported at hinged support at A and roller support at E, is loaded with vertical loading…

Q: Problem 1 A simply supported wide-flange beam has the cross-section and loading as shown in the…

Q: For the frame below, F = 9.2 kips, a = 6 ft, b = 5 ft, and c = 3 ft. Determine the magnitude of the…

A: Given: The value of F is 9.2 kips. The value of a is 6 ft. The value of b is 5 ft. The value of c is…

Q: Considering only buckling in the plane of the structure shown and using Euler's formula, determine…

A: Given : E = 29 X 106 psi This is a problem of solid mechanics where we have to find the value of θ…

Q: Problem No. 4 : For a frame loaded as shown in figure .Determine the End Moments at the supports.…

Q: b) With the vertical spring, determine the overall stiffness of the system with both the force and…

Q: A 4 m W B 2m C

A: An overhanging beam is given of length = 12m in which uniformly distributed load is acting. It has…

Q: Determine the normal force at section passing through point E. Express your answer to three…

Q: force Pheeded Also, determine the proper placement x of the hook for equilibrium. Neglect the weight…

A: To find value of force P

Q: Problem 4 ust. The beam shown below is subjected to the load shown in the figure. Use the…

Q: 5.) Consider the 2D beam supported by a roller at A and a pin at B. INTERNAL FORCES f) Is the…

Concept explainers

British Gravitational Bg System Of Units

Measuring is the comparison of a particular physical quantity with its reference value. A unit is a fixed physical quantity. The length is a physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with. 

Question

Set up the compatibility equation for the beam and determine moment diagram for the beam. In addition
to the applied load, the fixed support rotates 5 degrees clockwise and the support for the spring moves 0.1
inches downward. Take the following values for properties: E = 29,000ksi and I = 288in^4.
5 kips/ft
Sk= 10 kips/in
15 ft
20 ft

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

Introduction

VIEW

Calculation

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

The two vertical rods attached to the rigid bar are identical except for length. Before the weight P was attached, the bar was horizontal. Neglect the weight of the bar. Calculate the axial force in rod A in kips (4 decimal), if P=53 kips.
Problem 1: The beam ACB supports a concentrated moment (M. = 200 lb-ft), a concentrated force (F= 300 lb), and a triangular distributed load (qo = 600 lb/ft) at the locations shown. Point B is a pin, and point A is a roller. Use E = 10 × 106 psi and I = 0.5 in. You are required to use the Singularity Function Method to solve this problem. Determine: Ak 3 ft 600 lb/ft -2 ft 300 lb Į C -2 ft 200 lb-ft B (a) The elastic curve equation y(x), including values for the integration constants C₁ and C₂. (b) The vertical deflection at point C (in inches).
Upvote will be given. Please write the solutions legibly. Solve in 2 decimal places. 10 KN 10 KN 25 KN/m 20 KN/m 1m Im B Tm C Tm D 1 E 15 m FIGURE 1 A. What is the maximum internal shear force of the beam in FIGURE 1? B. What is the maximum internal bending moment of the beam in FIGURE 1?
The beam carries various loadings as shown in the figure. An internal hinge is located at C. Calculate the maximum shearing force and maximum bending moment. What is the resultant reaction force and bending moment at support D? Draw the complete shear and moment diagrams on your solution paper
If the vertical component of the force F applied to the ring is 10 lb, determine the magnitude F and also the horizontal component. F 300
Consider the beam shown in (Figure 1). Assume the supports at B and C are rollers and A is a pin. EI is constant. Figure 200 lb/ft -10 ft BI aged D -10 ft -8 ft 300 lb D 1 of 1 Submit Part C Determine the moment MCB acting on span BC at C measured clockwise. Express your answer using three significant figures. Enter positive value if the moment is clockwise and negative value if the moment is counterclockwise. MCB = Submit Part D McD = Request Answer Submit Part E VAΣo↓ vec Request Answer Determine the moment Mcp acting on span CD at C measured clockwise. Express your answer using three significant figures. Enter positive value if the moment is clockwise and negative value if the moment is counterclockwise. Π| ΑΣΦ11 | vec Request Answer ? Draw the moment diagram for the beam. Follow the sign convention. k.ft ? k-ft Review
Solve the problem by the moment-area method. The beam has constant flexural rigidity EI. A simple beam AB supports two concentrated loads P at the positions shown in the figure. B C 4. 4 A support C at the midpoint of the beam is positioned at distance d below the beam before the loads are applied. Assuming that d = 12 mm, L = 5.4 m, E = 200 GPa, and I = 193 x 10° mm, calculate the magnitude of the loads P (in kN) so that the beam just touches the support at C. 163.87 x kN
1 ft 3 ft B 3 ft 3 ft (-9002 + 800f + 1000k) Ib.ft 6 ft 3 ft E (-300î – 400ĵ + 100k) Ibs The applied force at point E and the applied couple moment at point D are shown in the figure. Complete/calculate the following: (Where applicable, express the results as the (x, y, z) components of a Cartesian vector) 1. Draw the free-body diagram (FBD), showing the appropriate reaction forces and/or moments at the supports. (You must show the reactions in their component form i.e. show RAx, MRAX etc. on the FBD). Note: The support at point A is not able to resist a moment about the 'X' axis but is able to resist a force in this direction. 2. The unit vector ÅBc 3. The position vector Tɛ/a 4. The position vector īB/a