P7.17. Compute the slope and deflection under the32-kip load at B and D. Reactions are given. I = 510 in.and E = 29,000 kips/in.?. Sketch the deflected shape.%3D32 kips32 kipsBD.96 kip • ft96 kip ft12 12-4.12'-12-RA= 16 kipsRE= 16 kips%3DRc%3D32 kipsP7.17

Given, Point load at B and D =32 kips Moment A and E =96 kips-ft. Reaction at support A,C and E =16…

Answered: P7.17. Compute the slope and deflection…

P7.17. Compute the slope and deflection under the 32-kip load at B and D. Reactions are given. I = 510 in." and E = 29,000 kips/in.². Sketch the deflected shape. %3D %3D

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: 3. Determine the angle of rotation at free end of the beam using area-moment method. q = 150 N/m and…

A: Given data : q=150 N/m L=5m Determine the angle of rotation at free end?

Q: 1. Assume El to be constant, E=200 GPa, I=500 x 10^6 mm^4. * 12 kN 12 kN 12 kN 2 kN/m B |D E| 1m 2m…

Q: P8.20. (a) Compute the vertical deflection and slope of the cantilever beam at points B and C in…

A: Finding deflection at point B : considering beam with uniformly distributed load with help of double…

Q: A simply supported beam is loaded as shown. Using double integration method with E = 21.8 x 10 kN/m2…

Q: : El is constant. 3 kips/ft I

Q: A P a B b W пип C D

Q: From the structure shown. E = 200 Gpa, I = 200x10^6 mm^4. Let Q = 25 2EI 4 m QkN B * ΕΙ Hinge 3 m…

A: Given data E = 200 GPA = 2 × 105 N/mm2 I = 200 × 106 mm4 = 2 × 108 mm4 Q = 25 Find. 1.…

Q: P8.24. Compute the deflection at midspan of the beam in Figure P8.24. Given: I = 46 × 106 mm², E =…

Q: 5. Use any method to analyze the continuous beam shown by determining all support reactions and also…

A: Given data in question Point load 40kN and 20 kN UDL Span member length 40 kN point load is in the…

Q: Integration mine the deflection at midspan between A and B by

Q: P8.23. Compute the vertical deflection of point C in Figure P8.23. Given: I = 1200 in.4, E = 29,000…

Q: GIVEN: W= 215N/m a = 5m El is constant A. Draw the shear and moment diagram.. B. Determine the slope…

Q: GIVEN: W= 215N/m a = 5m El is constant A. Draw the shear and moment diagram. B. Determine the slope…

Q: 6. A 12 - m simply supported beam is carried by two concentrated loads. The loads present are 35 kN…

Q: 8.52 kN A C B 3.5 m -3.5 m

A: Consider the following bending moment diagram/ EI : Bending moment at B = 0 Bending moment at C = 0…

Q: Determine the slope and deflection at point B of the beam shoun by double integrati- and orca moment…

Q: Q.3 Determine the slopes at A and B for the beam shown below. Also, determine the deflection at C by…

A: Moment-area theorem-1: This theorem is used to calculate the slope of the beam at any point. The…

Q: P8.20. (a) Compute the vertical deflection and slope of the cantilever beam at points B and C in…

A: I am so sorry due to less availability of time i couldn't solve the second part But it's so easy…

Q: Considering the beam below using Three Moment Equation, Determine the vertical deflection at the…

A: Analyse the beam using Three Moment Equation,Determine the vertical deflection at the midspan of…

Q: 1. A simply supported beam 10m long carries a uniform load of 24kN/m. Using E = 200GPa, 1 = 240 x…

Q: Q.2 Compute the vertical deflection of point C for the beam shown below. Given that I = 1200 in.4…

A: To determine the vertical deflection at point C. The given beam is cantilever. For the given beam…

Q: For the beam loaded as shown, determine the beam deflection at point C. Assume that E = 25500 ksi…

A: Intensity of UDL (w) = 3.2 kips/ft Intensity of point load (P) = 36 kips Young's modulus of…

Q: P8.21. Compute the deflection at B and the slope at Cin Figure P8.21. Given: El is constant.

A: Given:- EI = Constant To find:- Deflection at B Slope at C Concept:- Virtual work method:- The law…

Q: Compute the deflection at C using Superposition method.

Q: P8.7. Determine the value of the force P applied to joint C of the truss in Figure P8.7 i deflection…

Q: P8.23. Compute the vertical deflection of point C in Figure P8.23. Given: I = 1200 in.¹, E = 29,000…

A: E=29,000 ksiI=1200 in4

Q: Determine the deflection at C using Area Moment Method. Use E = 200 GPa and = 180 x 106 mm4. %3D 500…

A: Step 1

Q: 2 k/ft -15 t- +6ft El = constant E= 29,000 ksi I-3,500 in.

A: Given data We have to determine the maximum deflection using Moment-Area Method

Q: P8.27 P8.28. Compute the horizontal and vertical components F of deflection at point D in Figure…

Q: Q7. Use the method of conjugate beam to find the slope and defection at a distance of 2m from the…

A: Given Data IAB = 5000 cm4 Determine the slope and deflection at 2m from free end using Conjugate…

Q: 5. Deflection at midspan. EI is constant. 20 kN/ m A C 10 m

Q: B b C W С D

Q: A non-prismatic cantilever beam 7m long carries a uniform load of 24 KN/m from left end up to 4m to…

Q: 5. Deflection at midspan. EI is constant. 20 kN/m A 10 m C

A: Given simply supported beam with triangular loading and it is asked to find deflection at midspan…

Q: Q. 3 Compute the vertical deflection and slope of the cantilever beam at points B and C. Given that…

A: Given Data Determine 1. Vertical deflection and slope at point B and C. 2. Value of 'I' if…

Q: For the beam shown, calculate the beam slope at A. Assume that a = 36 in., b = 152 in., c = 61 in.,…

A: Given data For the beam shown, calculate the beam slope at A. a = 36 in., b = 152 in. c = 61 in. w…

Q: P8.24. Compute the deflection at midspan of the beam in Figure P8.24. Given: I = 46 x 106 mm², E: =…

Q: Using Area moment method. For the beam shown, If E = 200000MPa, I = 20x10^6mm^4. Compute the slope…

Q: 2 From the beam shown below, find the slope and deflection of points B and C. Use Moment-Area…

A: The beam is simply supported on both the ends. The beam is loaded with, Point load at B = 30KN…

Q: Compute the deflection at C using area moment method

Q: solve using double integration method.Compute the vertical deflection of point C for the beam shown…

A: Answer We have from double integration method EIy" = M ...say equation I M = Moment…

Q: 2. Find the distance x (measured along AB) at which a horizontal force of 60 lb should be applied to…

Q: Prob.2 By CBM, determine the slope and deflection at C. El=constant. 30 KN/m |C 2 m 6 m 4 m

A: Given beam: EI is constant.

Q: Analyze the propped beam loaded as shown below: use either double integration or area moment method.…

Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

P7.17. Compute the slope and deflection under the
32-kip load at B and D. Reactions are given. I = 510 in.
and E = 29,000 kips/in.?. Sketch the deflected shape.
%3D
32 kips
32 kips
B
D.
96 kip • ft
96 kip ft
12 12-
4.
12'-12-
RA= 16 kips
RE= 16 kips
%3D
Rc%3D32 kips
P7.17

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

Step 3 Solution:-

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 2 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

For the beam shown, calculate the beam slope at A. Assume that a = 56 in., b = 175 in., c = 85 in., w = 0.15 kips/in., P = 15 kips, and EI = 1217000 kip-in.2. Answer:θA = rad
For the beam below, take P= 6kN, a=1.5m. Use the Moment-Area Method to solve this problem. A EI= const O 17 downward 0 35 upward The deflection at C is mostly near_ _kN-m³/EI 20 upward O20 downward P O 36 downward O 17 upward с 2a B
Let P = 10 kips, L = 6 ft, a = 3 ft. E = 29 x 10^6 psi, I = 722 in^4. 1. Equation of the slope 2. Equation of the deflection curve 3. Position of the maximum deflection at segment AB from point A 4. Maximum deflection.
Determine the deflection at point D in mm. Using Moment Area Method.Let P =31 kN.EI = 14220 kNm^2
Use virtual work method
Determine the vertical deflection of joint D produced by the 30-kip load as shown in the figure below. Use Virtual work method.
7
USING THE CONJUGATE BEAM METHOD ps. The 2nd pic is the answer key.
Solve using conjugate beam method
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
6. Overhanging beam has one support. It is called "fixed support". O True False 7 Friction force is always opposite the direction of the applied force. True False 8 The angle between friction force and normal force. 45 degrees 90 degrees 180 degrees No fixed angle
Solve using conjugate beam method