4. By using Conjugate Beam Method, Determine the deflection 3m to the left of roller support.30 kN/mB-9m-El = constantE = 200 GPaI=830 x 106 mm²(a) Real Beam55 kN

Given Data E = 200 GPA I = 830 × 106 mm4 Find deflection at 3m to the left of roller support using…

Answered: 4. By using Conjugate Beam Method,…

4. By using Conjugate Beam Method, Determine the deflection 3m to the left of roller support. 30 kN/m 55 kN 9m- El = constant E = 200 GPa I=830 x 106 mm4 (a) Real Beam +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 Beam AB (EI Constant), use the Unit Load Method to Determine: 1. The Deflection atC 2. The…

Q: For the cantilever steel beam [E = 180 GPa; | = 84 × 106 mm4], use the double-integration method to…

A: To find deflection at point A

Q: 1.2 KN 300 N/m D B 1.2 m 1.2 m 1.2 m

Q: The beam with, cross section shown, is subjected the load shown. Using E=200 GPa, determine the…

A: Maximum deflection occurs at the farthest point from the support. In spite of two support points, it…

Q: 30 kN/ - 6 m

A: Given : Cantilever beam with UVL Conjugate Beam Method

Q: For the cantilever steel beam [E = 220 GPa; I = 83 x 106 mm4), use the double-integration method to…

Q: integration table to determine and compare the deflection at B and D. Note: Beams AB and BC are made…

A: Given:Required:Deflection at B and D

Q: For the cantilever steel beam [E = 220 GPa; I = 126 × 106 mm4], use the double-integration method to…

Q: SIT C. Determine the slope and deflection at point A of the beam. W= 3 KN/ m L = 6 m E= 200 GPa B

A: in given question, calculate reaction at B RB= 12×w×lRB= 12×3×6RB= 9 Kn now calculate moment at B…

Q: SOLVE THIS USING CBM. THANK YOU. The trapezoidal loading is carried by the simply supported beam AB.…

Q: For the cantilever steel beam [E = 200 GPa; /= 135 × 106 mm4], use the double-integration method to…

Q: or the cantilever steel beam [E = 200 GPa; 1= 124 x 10⁰ mm"], use the double-integration method to…

Q: * Your answer is incorrect. For the cantilever steel beam [E = 230 GPa; I = 87x 10 mm*1, use the…

Q: a = 2.5 m, b = 27.3 kN/m, c = 23 kN. "a" m b kN/m BI 4 m kN 3m determine the deflection at B in mm…

A: Given b x h =150mm x 200mm I=b×h312=150×200312=108mm4E=80Gpa=80×103MpaEI=8×1012Nmm2 To Find…

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: Answer: VA W L mm. B

Q: Calculate the slope and deflection atB and E of the beam and loadings shown using conjugate beam…

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

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

Q: 6. Using moment area method, determine the position and magnitude of maximum deflection of beam…

Q: Determine the deflection at point B of the beam using Castigliano's Theorem Method. Final answer…

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

Q: Use Double Integration, Area-Moment, Conjugate Beam, Virtual Works

Q: For the cantilever steel beam [E = 220 GPa; / = 142 × 106 mm4], use the double-integration method to…

Q: For the cantilever steel beam [E = 210 GPa; I=90 × 106 mm4], use the double-integration method to…

Q: SIT A. Determine the slope and deflection at point B of the beam. 50 kN · m - 4 m El = constant E =…

A: Given E=70GPaE=70×103 MPaI=160×106 mm4 Consider the diagram of the beam

Q: Use 3 decimal places

Q: Calculate the slope and deflection atB and E of the beam and loadings shown using unit load method.…

A: Given: Required: Deflection and slope at point B and E

Q: Derive the following Equation of maximum Deflection using double integration method.

Q: Use 3 Decimal Places

Q: By Using Unit Load Method, Calculate the total deflection at joint B. Members have the same moment…

A: Given:P = 153 kNRequired:Deflection at B

Q: W B X

Q: Compute the deflection at C using conjugate beam method

A: Given, Span of the beam = 6m We need to Calculate Deflection at point C using Conjugate beam Method.…

Q: Using the conjugate beam

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: Compute the deflection at C using conjugate beam method. Assume EI to be constant, E = 200GPa, I =…

Q: x. BO L W [ ↑ ↑ VIT

A: given- a cantilever beam, carrying UDL and point load required- to determine vertical deflection at…

Q: -우 (l - x) IMEI max 30EI

A: The solution of question no. 4 is as follows: As per bartleby policy we are allowed to solve only…

Q: (a) Compute the slope at A and the deflection at D in Figure.. L -7 m. 120 kN +3m+sm El = constant E…

Q: 200 kN 100 kN A D B C 5 m 5 m 10m 21 E= constant 250 GPa 1= 600(106) mm Determine the deflection at…

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

Q: A 20kN B 2m 3m 30kN ↓ C 10m 5m D

Q: For the simply supported steel beam [E = 200 GPa; I = 129 × ] shown in figure, use the…

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

4. By using Conjugate Beam Method, Determine the deflection 3m to the left of roller support.
30 kN/m
B
-9m-
El = constant
E = 200 GPa
I=830 x 106 mm²
(a) Real Beam
55 kN

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 6 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

Determine the deflection at point C. Use the following parameters: P = 40 kips, w = 3.7 kips/ft, E = 29000 ksi, I = 2700 in4 Answer: -0.664
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 an indeterminate beam using Area-Moment Method beam. Use El 1000 KN-m². I w = 3 kN/m TIT 10 meters determine the maximum deflection in the P= 2 KN 3 meters
For the simply supported steel beam [E = 200 GPa; I = 129 × 106 mm4 ] shown in figure, use the double-integration method to determine the deflection at B. Assume L = 4 m, P = 60 kN, and w = 40 kN/m.
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
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 106 mm² for all beams. 2.) At the right end/overhang 30 kN/m B 9 m 8m 12 m 3m P = 229 KN
1. The simply supported beam shown below consists of section with I = 274x10 mm“. Determine the deflection at point C using Superposition Method. Use E = 200 GPa. 45 kN 20 kN |B 1 m 3 m 2 m
assume that a max deflection is equal to(length/1000)mm is to be the limiting factor in selecting a W-beam having a span length of 1.47meters. Supports are at both ends and the load at the center is 24.70kN. I=71,276,243mm^4. Determine the minimum material stiffness(Young's Modulus) inGPa.
Calculate the slope and deflection atB and E of the beam and loadings shown using area moment method. The section of the beam is tubular with outer diameter of 500mm and inner diameter of 200mm. Take E=20GPa.
For the cantilever steel beam [E = 230 GPa; I = 117 x 106 mm“], use the double-integration method to determine the deflection vVĄ at A. Assume L = 1.5 m, P = 43 kN, and w = 30 kN/m. A B L
A IS AT THE FIXED SUPPORT point B is 6 meters from left support, point C is 9 meters from left support . D AT THE END
For the cantilever steel beam [E = 190 GPa; I = 128 x 106 mm4), use the double-integration method to determine the deflection va at A. Assume L = 1.6 m, P = 45 kN, and w = 32 kN/m. В Answer: VA = mm.