ByusingArea MomentMethod, Determinethedeflection3mtotheleftofrollersupport.30 kN/m55 kNA9 m+3m-El = constantE = 200 GPa1 = 830 x 106 mm4(a) Real Beam

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Answered: ByusingAreaMomentMethod,…

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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4. Byusing ConjugateBeamMethod, Determinethe deflection 3mtotheleft of rollersupport. 30 kN/m 55 kN В A C 9 m +3m- El = constant E = 200 GPa [ = 830 x 106 mm (a) Real Beam
2) Calculate the deflection ABv,. E = 10,000 ksi 10' 4 in² 6 in² 4 in² 10' 30 K 6 in² 6 in² 10' B
Figure Q3 shows an overhead crane truss supported by pin and roller supports at point A and E. The truss is subjected to forces of 20 kN, 30kN and 20 KN acted at joint G, H and I, respectively. The cross-section area for the truss member is 2000 mm? and the Young's Modulus for all truss members is 250 kN/mm?. As a structural engineer, you are responsible to ensure the overhead crane truss is safe during maintenance works. Therefore, the crane is additionally supported by roller support at joint C. Calculate reaction, R. at support C (assume the unit load acting downward)? (a) (b) How do you present the new data on internal force for member BC when overhead crane has additional roller support at Joint C?
please use the virtual work method
1/Calcu late the value of forceep Such that the vartical and havizontal displacementat point A naot exceed lomm? osp Wsh E 2 00 lo Mpa
Deflection of Beams Use Virtual work Method Given: X - 274 у-74 а-8 b - 4 с- 9 Problem #1 #1 Determine the vertical displacement of joint A. Each bar is made of steel and has a cross-sectional area of 600 mm². Take E = 200 GPa. -1.5 m- -1.5 m- P = X a = A
Given the propped beam with an internal hinge as shown in the figure, what is the maximum safe value of w (in kN/m) if the absolute maximum negative bending moment produced is 280 kN-m? (input a positive value only) Hint: RA = RD and Rg = 8.25w (kN). %3D Use equations instead of diagrams. w(KN /m) qm O45M 4,5m OD internal hinge
1.find interval moment
determine the member internal forces
Using double integration method
B9
Note please help us in this sample question we really need it so that we can understand it thank you and also please put it in 3 decimal places

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ByusingAreaMomentMethod, Determinethedeflection 3mtotheleftofrollersupport. 30 kN/m 55 kN + 3 m- 9 m El = constant E = 200 GPa 1 = 830 x 10 mm (a) Real Beam