PROBLEM 2 Using the Moment-Area Method, solve the slope at point A. Also, determine the distance x of point C from point A. At point C, the slope is zero and the deflection is probably maximum. Calculate the maximum deflection of the beam. E = 29 000ksi I 3000in¹ -20ft- C↓ 4k/ft B

PROBLEM 2 Using the Moment-Area Method, solve the slope at point A. Also, determine the distance x of point C from point A. At point C, the slope is zero and the deflection is probably maximum. Calculate the maximum deflection of the beam. E = 29 000ksi I 3000in¹ -20ft- C↓ 4k/ft B

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: From the beam shown, determine the deflection at D using virtual work method . Show your complete…

Q: Determine the deflection at point C of the beam using Virtual Work Method. Final answer should be in…

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

Q: 150 kN C B D - 5 m 5 m - El = constant E = 70 GPa I = 1000 (106) mm4 - 5 m

Q: Solve the following using AREA-MOMENT METHOD The given values are E = 200 GPaand I = 100 x10° mm4…

Q: 30 kN/ - 6 m

A: Given : Cantilever beam with UVL Conjugate Beam Method

Q: 9

Q: Using Area Moment Method: Determine the deflection at point D of the beam shown. -5 m 180 KN B C -5…

A: Given Data E = 70 GPA I = 2340 × 106 mm4 Determine the deflection at point-D of beam using Area…

Q: 50 k C B -9 ft- -9 ft- -18 ft- El = constant E = 29,000 ksi I = 4,000 in.+

Q: The overhang beam shown below has a non-prismatic section. Given E = 29000 ksi, I = 3000 in¹.…

A: Given: A non prismatic overhang beam Required: Rotation at C and deflection at D using conjugate…

Q: 1.5 k/ft 30 k B -6ft +4ft sn El - constant E=1,500 ksi 1- 20,000 in. Determine the location of…

A: For solving this problem one's can flow the required steps We have to calculate the reaction by…

Q: Determine the vertical deflection at the free end of a circular cantilever frame shown in figure…

A: Given that we need to find vertical deflection at free end.

Q: IV- Double Integration Method 4. Determine the slope and deflection at B and the maximum deflection…

Q: 5. Solve for the slope and deflection at point A using Conjugate Beam. 20 kN/m A 3 m BI 2 m CA 40 KN…

A: To find the slope and deflection at A using Conjugate beam method.

Q: a. Determine the slope and deflection at the free end of the over

Q: Use Slope-Deflection Method to solve for the unknowns on the 120mm x 120mm beam shown in the figure.…

Q: 2. Determine the deflection at C of the beam given. If E = 220 GPa and I = 250 × 10° mm“. 5kNm LB 3…

Q: Calculate the slope and the deflection of the beam at A using the Conjugate Beam Method. Assume a…

Q: Determine the deflection at point C. using double integration method A. 99 mm B. 69mm C. 79 mm…

A: Step 1

Q: For the beam shown, determine the deflection at D using Castigliano’s second theorem. Please be…

Q: ind the maximum deflection for the cantilever beam using Virtual Work Method.

A: The uniformly distributed load on beam is Length of beam is L = 8 m

Q: Find the slope and deflection at B and E of the beam and loadings shown using area-moment method.…

A: Given Data: The outer diameter of the tubular is 500 mm. The inner diameter of the tubular is 200…

Q: From the beam shown below, determine the maximum deflection and maximum slope of the beam. Use…

Q: Use the conjugate-beam method tó determine the deflection and slope at point C. E=200 GPa, I=…

A: Draw the free body diagram. Taking moment at A, ∑MA=0By3-126=0By=24 kN

Q: 1. Determine the slope and deflection at point B of the beam ABC shown using the Area- Moment…

Q: Q.3 Determine the slope at A and deflection at C in the beam shown below: 11KN/m 4m C 2m 10KN 3m B

A: We have to determine the slope at A and deflection at C

Q: Determine the slope at B and the maximum deflection of the beam shown in Figure the virtual work…

A: Given: Required: Slope at B and maximum deflection

Q: 200 KN 100 KN C Sm + + 5mt 10m- 2エ

Q: Determine the maximum deflection in region AB of the overhang beam. E = 29 x 103 ksi and I = 204 in4…

Q: Determine the vertical deflection at the free end and the slope at the left support of the elastic…

Q: Using Moment-Area Method, determine the slope at A and B and the deflection at point B of the loaded…

Q: Find the slope and deflection at B and E of the beam and loadings shown using area-moment method…

A: Given: Required: Slope and deflection at B and E

Q: Using Virtual Work Method, solve for the deflection. Determine the deflection at point B given the…

Q: 6 kN/m A BA 8 m- -8 m- 24 kN 72 kN

Q: ▪ Derive the following equation of maximum deflection using double integration method. 13. Total W =…

Q: Calculate deflection at B point using the Moment-Area method. (AB/A =?) P=2kN A 4 m B

Q: -Use Slope-Deflection Method to solve for the unknowns on the 120mm x 120mm beam shown in the…

Q: Calculate the slope and deflection at the free end of the cantilever beam shown in figure using…

A: Apply standard results for each case

Q: 60 KN D E 15 KN 4 m 3 m B 3 m A 20 KN

A: Using Virtual Work Method, determine the horizontal deflection at joint E

Q: . From the beam shown below, determine the maximum deflection and maximum slope of the beam. Use…

Q: Determine the deflection at the midpoint of the beam using virtual work. 250 N/m B 5 m- 2 m

A: Beam details along with loading: To determine = Deflection at midpoint of the beam using virtual…

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

PROBLEM 2
Using the Moment-Area Method, solve the slope at point A. Also, determine the distance
x of point C from point A. At point C, the slope is zero and the deflection is probably
maximum. Calculate the maximum deflection of the beam.
E = 29 000ksi
1 = 3000in¹
-20ft.
C↓
4k/ft
B

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 5

Step by step

Solved in 5 steps with 8 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

Use the following method:A. Virtual Work/ Unit Load MethodB. Conjugate Beam MethodC. Double Integration MethodD. Moment Area Method
From the figure below determine the deflection at the overhanging section. a. Using Double Integration Method b. Using Area-Moment Method c. Using Conjugate Beam Method 5KN/m 10KN.m 0.5m 0.5m 3m
Solve the slope and deflection of the cantilever beam shown at C. Use Moment-Area Method. A 3 m 270 KN B 3 m EI= constant E = 200 GPa I = 1665x106mm4 45 kN/m 3 m с
Specify the maximum deflection of the beam shown. EI is constant. E = 200 GPa, I = 15(106)mm4 1. Use the Double Integration Method
5. Given the beam loaded as shown, determine the deflection at the midspan in terms of EI. Use Area Moment Method. Ax MA Ay 24 kN/m 10 m El constant = B
Solve moment area method
Determine the slope at point B and the deflection at point E using the conjugate beam method. El is constant, E:200 GPa, I: 200x106 mm“ 1p kN/m 20 kN 3 m 3 m 8 kN-m D. 6 m 6m A,
Method of Superposition ANSWER IN 15 MINS
Determine vertical deflection at C using Virtual Work Method. EI= constant. E=200GPa. I=800(10^6)mm^4
5. Given the beamloaded as shown, determine the deflection at the midspan in terms of EI. Use Area Moment Method. 24 kN/m В A МА Ay By 10 m El = constant
Use the conjugate-beam method to determine the slope and deflection at point B of the beams.
Problem: Determine the deflection specified in each of the following beams. Use only one method to solve for each. You can choose which method to use in each beam, as long as all three must be used in one of the beams. Assume constant El. Use E = 200 GPa and I = 800 x 10 mmª for all beams. 3.) At the location of the interior hinge TAA 3m B 8m 10 kN/m 9 m 9 m 6m P = 229 KN ·100 KN.