Answered: Determine the amount of deflection at…

Determine the amount of deflection at free-end and also the maximum deflection using double integration method. Use, W=35 kN/m, M=15 kN-m, E=10 GPa, I=6.0x10^-4 m^4

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: A simple beam 6 m long carries a symmetrical load W that vary uniformly from 71 kN-m at the center…

A: Given data:

Q: A 10-m long simple beam carries a load W that varies uniformly from zero at the left support to 71…

A: Given data:

Q: с kN b kN/m A -B |C "a" m "a" m

Q: I. For the beams below, determine the location of the maximum deflection using double integration…

Q: L = 2.7 m, P = 49 kN, and w = 26 kN/m. B VA =| mm.

Q: 1. (CONJUGATE-BEAM METHOD) Determine the maximum deflection of the steel beam shown below. E = 200…

A: Given:- The modulus of elasticity (E) = 200 GPa The moment of inertia (I) = 60×106 mm4 The magnitude…

Q: Using double integration method, determine the maximum deflection (ElO) in a simply supported beam…

Q: determine the deflection at B in mm using Double Integration Method. Consider 150 mm x 150 mm…

A: INTRODUCTION: Double integration method is the way to simplify the static determinant structure to…

Q: Deflection at point B in mm. Deflection at point E in mm.

Q: Determine

Q: Deflection at B b. Deflection at C c. Maximum Deflection a.

Q: W, determine the deflection at A if El is constant, 40 kN/m A B 4 m

Q: ASAP Determine the deflection at B in mm using Double Integration Method. Consider 150 mm x 150 mm…

A: INTRODUCTION: Double integration method is the way to simplify the static determinant structure to…

Q: Situation #2 El is Constant (Assume El = 1 kN-m²) B A kN/m A 7 m B= 8 A= 5 20. Determine the…

A: Given data EI = 1 KNm2 Find 1. Location of maximum upward deflection from B 2. Maximum upward…

Q: Calculate the deflection and slope at A and C of the concrete beam in the figure using conjugate…

A: A beam is given with loading as shown in the figure above and it has been asked in the question to…

Q: Answer: VA W L mm. B

Q: 4. By using Double Integration Method, Determine the deflection 3m to the left of roller support. 30…

Q: For the cantilever steel beam [E = 230 GPa; I = 87 x 106 mm*), use the double-integration method to…

Q: In the propped beam shown, Solve for the following Use double integration method 1. wall moment 2.…

Q: For the cantilever steel beam [E = 190 GPa; I = 90 x 10ʻ mm“], use the double-integration method to…

Q: deflection at point B.

Q: For the cantilever steel beam [E = 210 GPa; I = 145 x 106 mm4), use the double-integration method to…

Q: For the figure shown below, find the deflection at the point (B) and (C)? |= Constant. 100 kN A 2m D

A: Given, P = 100 kN

Q: , a= 2 m, amd w = 40 kN/m. Use doubl 40 kN/m

Q: Situation 5 Using double integration method, determine the maximum deflection of the beam. Use L = 5…

A: L = 5 m E = 170 GPa or 170000 MPa I = 120 x 106

Q: 10 kN/m 50 kN A B 유 C 2m 1m 4 m

Q: -4m El = constant %3D ising E = 70 GPa | = 160 x 106 mm 4 e Integration Metho

Q: For the beams below, determine the location of the maximum deflection using double integration…

Q: ollowin Conjugate- Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized…

Q: Determine the value of a in meters so that the deflection at point C is equal to the max deflection…

Q: For the cantilever steel beam [E = 210 GPa; /= 124 × 106 mm4], use the double-integration method to…

Q: For the cantilever steel beam [E = 300 GPa; 1= 129 x 106 mm4] shown in Figure, use the double-…

Q: : Determine the amount of deflection at free also the maximum deflection. Use W = 35 kN/m, M = 15…

Q: P= 10 kN w =20 kN/m b 6m 2m

Q: For the plus-sign-shape slab, if you know that all boundries are simply supported, and you have been…

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

Determine the amount of deflection at free-end and also the maximum deflection using double integration method.

Use, W=35 kN/m, M=15 kN-m, E=10 GPa, I=6.0x10^-4 m^4

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 by step

Solved in 4 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

1.5 k/ft 30 k B -6 ft+4 ft-5a- El = constant E= 1,500 ksi 1= 20,000 in. Determine the maximum deflection Integration Method.
Calculate the deflection and slope at A and C of the concrete beam in the figure using double integration method. Take E = 20.5 x 10^3 MPa and I = 6.75 x 10^8 mm^4. please show complete solution.
USING DOUBLE INTEGRATION METHOD Consider 250 mm x 250 mm (bxh) mm section and e = 100000 MPa DETERMINE VERTICAL REACTION AT B DETERMINE SLOPE REACTION AT B DETERMINE DEFLECTION AT D Values: A = 9.4 M B = 5.5 M C = 10.6 KN/M D = 33 KN
For the cantilever steel beam [E = 210 GPa; / = 145 × 106 mm“), use the double-integration method to determine the deflection va at A. Assume L = 1.6 m, P = 56 kN, and w = 32 kN/m. L Answer: VA = 3.3718 mm.
When the load P is applied to the right end of the cantilever beam, the deflection at the right end of the beam is zero. Use the double- integration method to determine the magnitude of the load P. Assume w = 15 kN/m and L= 9 m. В L. Answer: P = i kN
Use double integration method. Consider 250 mm x 400 mm (b x h) section and E = 120 GPa. Find a. Deflection at C in mm. Use a = 3.2 m, b = 19.1 kN/m, and c = 25.5 kN
Kindly give me right solution according to the question... Please urgent
The beam shown is supporting a uniform load of 1.5 KN/m on the overhang BC. If E=200,000 MPa, l=7.5x10^6 mm^4. Using conjugate beam method determine the following: A. Compute the slope at point C. Express your answer in radians. B. Compute the deflection at point C. Express your answer in millimeters. 1.5kN/m B 6m 4m
Find the deflection and slope at A and C of the beam using conjugate beam method. E = 20.5 x 10^3 MPa and I = 6.75 x 10^8 mm^4. show complate solution with graph
Using Castigliano’s theorem. For the simply supported beam shown in the figure, determine the slope and deflection at point B.
Determine the internal moments at the supports of the beam shown using: 1.) ThreeMoment equation 2.) Moment Distribution Method 3.) Slope-Deflection Method Pick two method only Given: E=200GPa I=20x10^6 mm^4 w=8kN/m L1=10m L2=8m
Situation 2 Using double integration method, determine the slope and deflection at the free end of the cantilever beam shown. Use L = 12 m, E 200 GPa, and I = 240x10 mm². a = 4 m qo= 10.5 kN/m saira EI a L-a