c. What is the vertical deflection at C. The cross-sectional area and moment of inertia of each segment are as shown. E=200GP.. Fixed support is at A. Use unit load method. ABc = 6.5(10') mm Iac= 100(10) mm 50 kN AA 18(10) mm AB 400(10) mm 1 m 3m

c. What is the vertical deflection at C. The cross-sectional area and moment of inertia of each segment are as shown. E=200GP.. Fixed support is at A. Use unit load method. ABc = 6.5(10') mm Iac= 100(10) mm 50 kN AA 18(10) mm AB 400(10) mm 1 m 3m

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: For the cantilever beam shown: B (2-a) Derive the expression for its maximum slope. (2-b) Derive the…

Q: please solve this problem by the castigliano's method

A: Cross-sectional Area, A = 300 mm2 = 0.0003 m2 E = 200 GPa…

Q: Determine the deflection at point D by using conjugate beam method A is a pinned and C is a roller…

Q: vertical deflection

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: A simply supported beam is loaded. Use E = 29 x 10³ ksi and I = 550inª. Using moment area method…

Q: 3) Determine the distance a (in feet) such that the bearing supports B and D should be placed so…

Q: Q1) Determine the maximum deflection between the supports A and B. EI is constant. Use the method of…

A: Data given Find : Maximum deflection between supports A and B

Q: For the beam maximum rection in terms deflection м L of shown in figure, determine the and the…

A: Asked: To determine the maximum deflection and the deflection at the said section L4 form the left…

Q: Solve for the deflection of the beam. F = 819.67

A: Solve for the deflection of beam

Q: Q2: Cantilever beam shown in Figure fixed supported at point A. Determine the deflection at point C.…

A: Force in the vertical direction - RA = P Fixed end moment at the point A MA = 4P

Q: By using Conjugate Beam Method, Determine the deflection 3m to the left of roller support. 30 kN/m -…

A: Given: Required: Deflection at 3 m left of B

Q: 2-c) Determine deflection at A and C; slope at B and D. What is the maximum deflection of the beam?…

A: The given beam is statically determinate beam can be analyzed using the equations of equilibrium.…

Q: Determine the value of vertical deflection at F (mm). The El value of the cantilever ABC varies…

A: Vertical deflection is generally the vertical distance between a point in the beam from under the…

Q: Find the deflection AD using the unit-load method. Use E = 30,000 ksi and I = 500 in^4. 6' 30 k 6'…

A: Given Data E = 30,000 ksi I = 500 in4 Find the deflection at D using unit load method.

Q: 3 kN B C A -5 m -5 m-

A: Length of cantilever beam, L =10mfixed end(c) is at right side.The point load is at free end of…

Q: Calculate the deflection at end B. Integration method.

A: Consider a section at a distance x from point B.

Q: Determine the horizontal deflection at joint C of the truss by virtual work method. Use E = 10,000…

Q: Determine the maximum deflection between the supports A and B. EI is constant, use Double…

A: Maximum deflection between the supports A and B:

Q: Problem 7: The beam below is subjected the loading as shown. Use the Moment-Area method to determine…

A: An overhanging beam with uniformly distributed load and point load.A is roller support, B is hinged…

Q: What is the vertical deflection at C. The cross-sectional area and moment of inertia of each segment…

Q: 16. Deflection is directly proportional to the, force. power of the C. first D. second A. third B.…

A: When any force is applied on the beam, it deflects the beam. This deflection is very small and…

Q: determine deflection at C using double integration method.

A: Given: A cantilever beam with fixed end at A and free end at D. E=200 GPaI=300×106 mm4 To find:…

Q: Determine the deflection at point D

Q: and (b) the maximum deflection. Draw also the e. Assume El constant. E = 200 GPa, I =

Q: The simply supported wood beam is loaded as shown. Ewood=10 GPa What is the slope at A? What is…

A: Determine the moment of inertia using the formula.

Q: 1.) Deflection at the leftt end of the beam. Use E = 200GPa; 1 = 800 x 106 mm4 Use castigliano's…

A: Given: E=200 GPaI=800×106 mm4. To find: Deflection at left end. Sign convention: Force Left: Upward…

Q: MA RA 3m 100 kN/m B 200KN.m 2m X с

A: Given : Cantilever beam with UDL and UVL acting on it. We will apply macaulay method to solve it.

Q: From the given figure: Let P = 63kips, L = 10ft, a = 6ft %3D = Pa (- +L), and the elastic curve is…

Q: Solve for the the deflection at Midspan. Consider EI to be constant and begin x from A.

A: Given data EI = Constant Find mid span deflection.

Q: P B A - X2 - L-

A: Solution:- We know that moment Mx=EId2ydx2 For moment M1 M1=Px1=EId2y1dx12 ,by integrating this we…

Q: For the beam given above use the Conjugate Beam Metho to determine: a) The vertical deflection at…

A: Given : To Find :

Q: the change in length of member DE due to the applied load. Given: E = 29,000 kips/in.?, area of all…

Q: 3. Determine the maximum deflection for the beam shown by the moment-area method. 30 k Į B -7 ft- El…

A: Given Data E = 10,000 ksi I = 500 in.4 Determine maximum deflection of the beam using Moment Area…

Q: Determine the maximum deflection between the supports A and B. El is constant, use Double…

Q: 4 k 6 k 6 k 6 k E - 5 ft. - 5 ft 5 ft 5 ft EA constant E = 29,000 ksi A = 6 in.² a) Determine the…

Q: Determine the equations of the elastic curve for the beam using the x1 and x2 coordinates. Specify…

A: Consider the free body diagram of the given beam as shown below.

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

What is the vertical deflection at C. The cross-sectional area and moment of inertia of each segment are as shown. E=200GPa. Fixed support is at A. Use unit load method.

c. What is the vertical deflection at C. The cross-sectional area and moment of inertia of
each segment are as shown. E=200GPA. Fixed support is at A. Use unit load method.
ABc = 6.5(10') mm²
Iac = 100(10) mm
-50 kN
AA 18(10) mm²
AB 400(10) mm
1m
3 m

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 3 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 cantilever beam shown having a property of E = 200 gPa and I = 195 x 106 mm². Determine the deflection at point C in mm Where: w = 92 kN/m; L1= 6.1 m; L2 = 2 m W B +64 с
Use double integration method P = 54 a = 2 L = 7
Using either Virtual Method or Castigliano Theorem, compute the slope and deflection at point B of the steel beam. Use E = 200 GPa & I = 60 x 106 mm4. Support C is fixed-supported and A is free-end.
Determine the horizontal deflection at joint C of the truss by virtual work method. Use E = 10,000 Ksi. A = 5 in² L1 = 4 ft, L2 = 5 ft, L3= 12 ft, P = 26 K, A L1 B __ L2 → P L3 K
For the simply supported beam shown, find the slope at A and the maximum deflection. Using moment area method. Neglect the weight of the beam. The moment of inertia of segments AB and CD of the beam is I, and the moment of inetia of segment BC is 2I. L= 4ft, P= 4 kips, E= 30x 10^6 psi, I= 16 in^4
For the truss given below, assume constant EA for ach bar. Compute:a) the rotation of the member AB using the method of virtual work, andb) the vertical deflection at A using Catigliano's theorem.
1) Find the vertical deflection at joint D in mm?
A simply supported beam (E = 12 GPa) carries a uniformly distributed load q = 120 N/m, and a point load P = 126 N at mid-span. A |C L/2- -L/2 - The beam has a rectangular cross section (b = 75 mm, h = 200 mm) and a length of 3.6 m. Calculate the maximum deflection (in mm) of the beam. (Enter the magnitude. Solve the problem by the method of superposition. All beams have constant flexural rigidity EI.) mm
1.) Deflection at the leftt end of the beam. Use E = 200GPa; I = 800 x 106 mm4 Use the unit load method on solving 30 9 8 12 3 P = 229 KN
3. Find the maximum deflection in terms of some constant EI В 2L 3 3
Determine the equation of the elastic curve, the slope at A, and the deflection at B. EI is constant.
A concentrated load P=7kN, acting downwards, is located midway between the simple supports of the beam shown. Determine the deflection, in mm, at the free-end C. Use a=6m, E=219 GPa, and I=266x10^6 mm^4.