In the following beam with the working section shown is subjected to the indicated loads and supported asshown, determine the magnitude of the twist BA and the deflection YC in the middle. Consider E = 70 GPa,A = 7.5 x 10-3 m2, IZ = 61.3 x 10-6 m4, IY = 23.2 x 10-6 m4Develop by:1) Double integration method10 kN2) Overlay Method3) Moment area method4m4 mdevelop:a) Problem approach and solution sequenceb) Free body diagramc) Calculation of intermediate and constant forcesd) Bending moment diagrame) Application of equations and associated tablesCaniatidado AM 141do earde tier ade

Answered: Image /qna-images/answer/e5553ae5-3b1b-436c-9a25-5d0e59ca6ef0.jpg

In the following beam with the working section shown is subjected to the indicated loads and supported as shown, determine the magnitude of the twist BA and the deflection YC in the middle. Consider E = 70 GPa, A = 7.5 x 10-3 m2, IZ = 61.3 x 10-6 m4, IY = 23.2 x 10-6 m4 %3D %3! Develop by: 1) Doubie integration method 10 kN 2) Overlay Method 3) Moment area method 4m 4 m develop: n1Dreble

In the following beam with the working section shown is subjected to the indicated loads and supported as shown, determine the magnitude of the twist BA and the deflection YC in the middle. Consider E = 70 GPa, A = 7.5 x 10-3 m2, IZ = 61.3 x 10-6 m4, IY = 23.2 x 10-6 m4 %3D %3! Develop by: 1) Doubie integration method 10 kN 2) Overlay Method 3) Moment area method 4m 4 m develop: n1Dreble

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Use CONJUGATE BEAM METHOD to Determine the following: A central beam BD is joined at hinges to two cantilever beams AB and DE. All beams have the cross-section shown. For the loading shown, determine the largest w so that the deflection at C does not exceed 3mm. Use E=200 GPa. w 12 mm |A C D E Hinge `Hinge 24 mm 0.4 m 0.4 m 0.4 m 0.4 m
Conjugate Beam Method The compound beam is subjected to the loadings as shown in the figure below. Use E-200x10 kPa and 1-125x10 m Determine the following: a. The deflection at the pin-connection at B b. The slope at point C c. The slope at the roller support at D, and d. Draw the elastic curve of the beam.
A steel beam is subjected to a uniform load with length of 8m. Assume that the beam is simply supported. Use Fy= 248 Mpa. Properties of W-shape beam d=229 mm bf=210 mm rf=23.7 mm Tu-14.50 mm kdes=33. 80mm ry=53.80 mm Ix=113 x 10^6 mm^4 Iy-36.9 x 10^6 mm^4 Sx-990 x 10^3 mm^3 Zx 1150 x 10^3 mm^3 J-2100 x 10^3 mm^4 Cu-387 x 10^9 mm^6 What is the nominal shear strength capacity of the section (in kN)?
Please answer
Use McCaulay Method
USING THE MACAULLY METHOD PLEASE answer is 5.07mm
Q2: The simply supported beam shown as Figure 5. below is subjected to Loading as shown on the Figure. Using integration method. Find the maximum Lenght (L) so that the max. deflection is not greater than 30mm for the Beam.. The flexural rigidity (El) of Beam section El = 50*10% KN.m? “4m e | Sm
The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; I = 1620 in.4]. For the loading shown, determine: (a) the beam deflection at point A. (b) the beam deflection at point B. Assume MA = 190 kip-ft, P = 26 kips, LAB = 3.6 ft, LBC = 5.4 ft. %3D %3D P V. MA C LAB LBC Answer: (a) VA = in. (b) VB = in.
need urgent please
The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; I = 1780 in.“]. For the loading shown, determine: (a) the beam deflection at point A. (b) the beam deflection at point B. Assume MA = 230 kip-ft, P = 24 kips, LAB = 5.2 ft, LBc = 7.8 ft. %3D MA A В C LAB LBC
Solve it using deflection double integration method
As shown in the figure, aluminum, E= 70GPa links (1) and (2) support rigid beam ABC. Link (1) has a cross-sectional area of 320mm² and link (2) has a cross-sectional area of 480mm². For an applied load of P= 58kN, determine the rigid beam deflection at point B. (2) 4,000 mm (1) 2,500 mm B 1,400 mm 800 mm