SITUATION. A 4-m long beam is fixed at the left end and is supported by a spring at the right end. The spring stiffness is 60 kN/m. Determine the following if the entire length of the beam is subjected to a uniformly load of 800 N/m. For the beam, E = 10 x 109 N/m2 and I = 80 x 106 mm4. Determine the deflection at the right end of the beam when the spring is removed. 22 27 32 37 Previous Next > <

SITUATION. A 4-m long beam is fixed at the left end and is supported by a spring at the right end. The spring stiffness is 60 kN/m. Determine the following if the entire length of the beam is subjected to a uniformly load of 800 N/m. For the beam, E = 10 x 109 N/m2 and I = 80 x 106 mm4. Determine the deflection at the right end of the beam when the spring is removed. 22 27 32 37 Previous Next > <

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

If support A (hinge), moves horizontally 2 inches to the right and support F settles 1 inch vertically, determine the horizontal deflection at G.
Compute the deflection at B and the slope at C in the given figure. Given: X = 83 kip·ft and EI is constant.
Determine the vertical deflection of joint D produced by the 30 kip load as shown in the figure below. Using Castigliano's Theorem Method. A = 2in^2E = 9000 kips/in^2
Compute the horizontal and vertical components of the deflection at C in Figure P8.29. E = 200 GPa, A = 25 × 103 mm2 , and I = 240 × 106 mm4
For the beam and loading shown below, determine the beam deflection at point H. Assume that EI = 5.6 × 104 kN·m2 is constant for the beam; P = 40 kN, LAB = 3.9 m, LBH = 3.9 m.
Determine the maximum deflection of the beam, using El = 1000 KN-m^2. Using double integration method, solve all of the support reactions in the given beam.
Given the figure below. Use UNIT LOAD METHOD in determining the maximum deflection at midspan. E and I are constant. 1. What is the reaction at A of the real beam? 2. In constructing the virtual beam and determining the maximum deflection, where must be the 1-unit load be placed? 3. What is the reaction at the support of the virtual beam? 4. In solving the maximum deflection at midspan, how many portions or segments must the beam be divided so that the real and virtual loadings are continuous in each segment? 5. Consider segment AB of the real beam, with x measured from A, what is the moment equation M_(AB ) ? 6. In question 4, what are the limiting values of x? 7. Consider segment AB of the virtual beam, with x measured from A, what is the moment equation? 8. Analyzing segment BC of the real beam, with x measured from A, what is the moment equation M_BC? 9. In the given beam, if the 50 KN load is moved 2m closer to A and deflection at midspan is desired, how many segments must the…
3. A simply supported beam of length 4 m carries a uniformly distributed load of 3 kN/m throughout its length. Determine the maximum deflection using the moment area method
Determine the deflection at point C using double integration method. EI=constant, w=30 kN/m a=3m and L = 5m.
Given the figure below. Use UNIT LOAD METHOD in determining the maximum deflection at midspan. E and I are constant. 1. In solving the maximum deflection at midspan, how many portions or segments must the beam be divided so that the real and virtual loadings are continuous in each segment?2. Consider segment AB of the real beam, with x measured from A, what is the moment equation M_(AB ) ?3. (In solving the maximum deflection at midspan, how many portions or segments must the beam be divided so that the real and virtual loadings are continuous in each segment?) in this question, what are the limiting values of x?
A 10-m long simple beam carries a load W that varies uniformly from zero at the left support to 71 kN/m at the midspan. Assume W at the midspan = 71 kN/m, EI = constant.Compute for the midspan deflection of the beam per EI using moment-area method. Show your complete solution.
A 25 ft long soldier beam is used as a key component of an earth retention system at an excavation site. The beam is subjected to a uniformly distributed soil loading of 260 lb/ft as shown in Figure P10.59. The beam can be idealized as a cantilever with a fixed support at A. Added support is supplied by a tieback anchor at B, that exerts a force of 4,000 lb on the beam. Determine the horizontal deflection of the beam at point C. Assume that EI = 5 × 108 lb · in.2.