4. By using Double Integration Method, Determine the deflection 3m to the left of roller support.30 kN/m55 kNC9 m+3m-El = constantE = 200 GPa1 = 830 x 106 mm4(a) Real Beam

Answered: Image /qna-images/answer/1b27a1f7-08dd-4cb2-9707-bd79f0b85ff6.jpg

Answered: 30 kN/m 55 kN B C +3 m- 9 m El =…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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2. For the cantilever beam carrying a uniformly distributed load of 25 kN/m as shown. find the slope and deflection at the free end. Use E = 200,000 MPa and I = 9 x 107 mm². Use conjugate beam method CS Scanned with CamScanner a -3.0 m by 25 kN/m -3.0 m C
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By using Conjugate Beam for AC beam Determine 1. Deflection and Slope at B 2. Maximum Deflection 3. Slope at C. 4 kN A B -3 m 3 m
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A simply supported beam with a length L = 11 ft and height 9.0 in. is bent by couples M, into a circular arc with downward deflection 8 at the midpoint. Mo Мо B The curvature of the beam is 0.003 ft-1 and the distance between the neutral surface and the bottom surface is 4.5 in. Calculate the deflection, 8, at the mid-span of the beam. (Enter the magnitude in inches.) in. Calculate the longitudinal strain at the bottom fiber. (Use the deformation sign convention.)
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4: AW section is used as a beam without lateral support. A-36 steel is used. Properties of W- Section: A= 24709.6 mm d 840.74 mm bf 292.35 mm tf = 21.72 mm tw = 14.73 mm 1=2792.9 x 10 mm 1, = 90.74 x 10 mm S, = 6653.15 x 10 mm S, = 621.07 x 10 mm r,= 335.28 mm r 60.45 mm %3D a. Compute the allowable bending stress if it has a simple span of 3.5m b. Compute the allowable bending stress if it has a simple span of 4m. C. Compute the allowable bending stress if it has a simple span of 7m. d. Compute the allowable bending stress if it has a simple span of 9m.
For the simply supported steel beam (E=200 GPa ; 1= 129 x 106 mm4) shown in the figure, determine the deflection at B. Assume L = 4m, P = 60 KN, and w = 40KN/m. -8.27 mm O-10.11 mm O-6.30 mm 4/2 O -7.29 mm B W L/27 C
A simple beam having a span of 10m carries a dead load (including its own weight) of 6.5 kN/m. The beam is continuously braced and A992 steel. Properties: · A = 9484mm2 1,-333x10°mm d= 456.95mm S, = 1457x10°mm by = 190.37mm z, - 1655x10°mm • t - 14.48mm • w- 9.02mm What is the allowable shear strength (kN)?
STRUCTURAL ANALYSIS II
PROBLEM 2: Use the area method. The beam shown is supported by a pin at A and a roller at D. The end of the beam hanger at point B carries a load equal to 10 kN. 10 kN 8 kN/m 6 kN/m 1m 5 kN/m 13 kN/m 3 m 4 3 'В 1 m 3m 33 kN m

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30 kN/m 55 kN B C +3 m- 9 m El = constant E = 200 GPa 1= 830 x 106 mm (a) Real Beam