PROVIDE COMPLETE SOLUTION FOR ME TO FOLLOW USE DOUBLE INTEGRATION METHOD. From the given determinate beam, which of the followingprovides the displacement of point B in kN m^3/EI? El is constant.200 N450 Nim2m1m2mO Zoom image2551.412555.232125.002320

Answered: Image /qna-images/answer/818b1ab5-7b98-4e89-a3da-6b1523c0d2bc.jpg

Answered: USE DOUBLE INTEGRATION METHOD. From the…

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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use method of virtual work for beams and frames Determine the slope and the displacement at the end C of the beam. E= 200 GPa, I=70(10^6)mm^4
1. Use conjugate beam method to determine the slopes and deflections at points B and C of the beam shown below. Use E=200 GPa & moment at Cas 500N.m. A В C 500 LAB = 8(10°) mm* IBC= 4(10°) mm* 4 m %3D 3 m
Determine the deflection at point B of the beam shown using Castigliano's Theorem Method. (You can verify using other methods in your solution sheet, but Castigliano's Theorem Method solution is required). Answer in mm, 2 decimal places, and positive value only 50 kN-m B 4 m El = constant E = 70 GPa I = 164 (106) mm4 %3D %3D %3D Activate
Determine the smallest moment of inertia I required for the beam showed so that it's maximum deflection does not exceed the limit of 1/360 of the span length (L/360). Let E = 200 Gpa. Use Double Integration method. And choose the best answer. a. 6255(10⁶) mm⁴ b. 6552(10⁶) mm⁴ c. 5625(10⁶) mm⁴ d. 5256(10⁶) mm⁴
Determine by integration the centroid (?̅, ? [y bar]) ofthe shape in the figure (to the right).
For the frame shown below, calculate: a) the vertical displacement of Point E, b) the horizontal displacement of Point D. Use Virtual Work. E B C
Determine the slope at point B of the beam shown using Castigliano's Theorem. (You can verify using other methods in your solution sheet, but Castigliano's Theorem Method solution is required). Answer in radians, 4 decimal places, and positive value only 50 kN-m A 4 m El = constant E 70 GPa %3D I = 164 (10) mm4 %3D
determine the deflection at point D of the beam shown using virtual work method. 150kn E=70 GPa I=1000(10^2) mm^2
Situation 3. The structure shown is acted upon the two forces and a couple as shown. 12. Which of the following gives the first moment of the area with respect to the x and y axes? a. Q. = 299707.99 mm, Q,= 249530.99 mm b. Q, = 164707.99 mm', Q,= 384530.99 mm c. Q. = 384530.99 mm', Q,= 164707.99 mm d. Q. = 249530.99 mm', Q,= 299707.99 mm 13. Which of the following gives the coordinates of the centroid of 60 mm R= 60 mm the area? 60 mm c. (31.24 mm, 72.93 mm) d. (72.93 mm, 31.24 mm) 30 mm a. (56.84 mm, 47.33 mm) b. (47.33 mm, 56.84 mm) 14. Which of the following gives the moment of inertia of the area with respect to a centroidal axis parallel to the given y-axis? a. 6275933.10 mm b. 5178994.59 mm 90 mm- c. 7822008.93 mm d. 4444962.54 mm
Solve this problem using Conjugate beam method and Virtual Work method . provide readable complete solution Determine the deflection at point C of the beam shown. E = 200 GPa. I = 250(106) mm4
Part e) Rotation_at_B Use the principle of virtual work to determine the rotation at Support B. (The positive direction of a rotation is clockwise. Please present your result to 4 decimal places.) Radians
Problem 1: Compute the vertical displacement of the truss at point D using Virtual Work Method. Use the following values: X = 25 kN and Y in the figure with the assigned values and appropriate unit. and Y = 4 kN . Replace X в Member A E 1, 500 mm? 1, 200 mm² 1, 500 mm? 1, 200 mm? 1, 500 mm? AB 5m 150 GPa AC 4 m 200 GPa Y ВС 3 m 150 GPa BD 4 m 200 GPa CD 5 m 150 GPa

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USE DOUBLE INTEGRATION METHOD. From the given determinate beam, which of the following provides the displacement of point B in kN m^3/EI? El is constant. 200 N 450 Nim B 2m 2m