Consider the beam given in the figure. Given: X= 18 kN and Eis constant.NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part.w = 4 kN/m216 mBhinge3 m.C16 m-3m-ADDraw the shear and moment curves for the beam given in the figure.

Answered: Image /qna-images/answer/daad31b0-cae7-49dc-ba49-90128c8f2a23.jpg

Answered: Consider the beam given in the figure.…

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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PLEASE REFER TO THE GIVEN VALUES BELOW. For the beam loaded as shown in the figure, determine the following unknowns using DOUBLE INTEGRATION METHOD. Consider 300 mm x 300 mm section and E = 200 GPa. Round-off to 3 decimal places. a = 3.3m b = 16 kN/m c = 16 kN - Determine reaction at A in kN. - Slope of the elastic curve at A in degrees. Indicate negative sign as necessary. - Deflection at B in mm. Indicate negative if downward. - Deflection at D in mm. Indicate negative if downward.
Consider the frame shown in figure. Suppose that P1 = 5.5 k and P2 = 11 k. Each column has the cross-sectional area indicated. Solve the problem using the cantilever method of analysis. Assume that the internal moment, shear, and normal force in the vertical beam are positive if they act as shown in (Figure 2). a) Determine (approximately) the normal force at A. NA = _____ k Submitted Answers ANSWER 1: Deduction: -3% NA = 4.973 k ANSWER 2: Deduction: -3% NA = 3.8254 k ANSWER 3: Deduction: -3% NA = 5.933 k
Problem 3 The beam shown below is subjected to the loads shown in the figure. Use the moment-area method to determine the displacement at point 16 kN.m -6m B + -3m- C Note: Give your answers in terms of "EI" (constant for the entire beam). Note: A = pin, B = roller support
Problem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method. Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Vertical Reaction at C in kN. a=4.5 b. Moment Reaction at C in kN-m. c. Deflection at point B in mm. d. Maximum deflection on the beam in mm b=30.0kN/m c=12KN c kN b kN/m A "a" m “a" m
Consider the frame shown in figure. Suppose that P1 = 5.5 k and P2 = 11 k. Each column has the cross-sectional area indicated. Solve the problem using the cantilever method of analysis. Assume that the internal moment, shear, and normal force in the vertical beam are positive if they act as shown. a) Determine (approximately) the normal force at A. NA = _____ k Submitted Answers ANSWER 1: Deduction: -3% NA = 4.973 k ANSWER 2: Deduction: -3% NA = 3.8254 k ANSWER 3: Deduction: -3% NA = 5.933 k
Problem #2 A wood beam with a square cross section supports the load as shown. Determine the cross sectional dimension in millimeter if the allowable flexure stress is 1000 KPa. Use double integration method. Note: Maximum moment occur at support. 100N/m 100N 1m 4
The continuous beam is loaded as shown in the figure. The supportsatA is fixed, B, D and C are rollers. Use Slope-Deflection in determining the following: a.Reaction at the given supports. b.Shear and moment diagramof the beam E =200 GPa and I=100x10^6 mm^4
Solve the problem by the moment-area method. The beam has constant flexural rigidity EI. A simple beam AB supports two concentrated loads P at the positions shown in the figure. B C 4. 4 A support C at the midpoint of the beam is positioned at distance d below the beam before the loads are applied. Assuming that d = 12 mm, L = 5.4 m, E = 200 GPa, and I = 193 x 10° mm, calculate the magnitude of the loads P (in kN) so that the beam just touches the support at C. 163.87 x kN
Solve the problem with complete and neat solution. Draw the figure. 1. Compute the support reactions of the beam shown. Support at A is a roller and at B is a hinge. 9N IIN 100N /m 30N/m 52N/m 1m 2m 3m 5m 4m 7m B
PROBLEMThe beam shown below has internal hinges at points B and D. Assume EI is constant. Using your most convenient methodshow the following:a. Magnitude and directions of the support reactions (Ax,Ay, MA, Cy, Fy). b. The elastic curve.c. Vertical displacement at B. d. Rotation just to the left of B. e. Rotation just to the right of B.
Problem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method. Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Vertical Reaction at C in kN. A. 4.2 m b. Moment Reaction at C in kN-m. c. Deflection at point B in mm. B. 22 kN/m d. Maximum deflection on the beam in mm C. 9 kN c kN b kN/m BI "a" m "a" m
An overhang beam carries a concentrated load, triangular load and uniformly distributed load as shown in the figure. Using Area Moment Method, Solve the following unknowns. Let w = 185kN/m, a = 1.8m, b = 4m. NOTE: WRONG SIGN IS WRONG. WRONG UNITS IS WRONG. 2P W 5P A b a a If the moment at the roller support is equal to -2700KN-m, determine the value of "P". Draw your reference line at the leftmost part of the beam and determine the sum of all positive areas of moment diagrams. (Note: don't put units) Draw your reference line at the leftmost part of the beam and determine the sum of all negative areas of moment diagrams. (Note: don't put units)

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Consider the beam given in the figure. Given: X= 18 kN and Eis constant. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. w = 4 kN/m 21 6 m B hinge 3 m. C 1 6 m -3m- AD Draw the shear and moment curves for the beam given in the figure.