Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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The maximum deflection for the cantilever-beam below is no more than 0.03m.
Macaulay’s method of double integration should be used to determine the second moment of area of the beam cross-section (I)
E = 200 GN/m2
Hopefully my sketch is readable! I need a step by step guide with calculations (Readable) please
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- For the figure below solve for the deflection at midpoint C using virtual work method. E=200GPa and beam is S130x15arrow_forwardDetermine the Horizontal Deflection at B of Frame shown in inches unit. Use the Virtual Work Method. Distances are in feet. Show complete Solutions 18k/ft 12k/ft YHINGE 1 D 15k 21 5 1.51 1.51 3 E= 29x10' ksi I= 40 in 4 1. What is the Horizontal Reaction at A? [ Select ] 2. What is the Vertical Reaction at A? [Select] 3. What is the Horizontal Reaction at E? ISelect ] 4. What is the Vertical Reaction at E? [Select] 5. What is the Horizontal Deflection at B? I Select ]arrow_forwardFor the beam and loading shown below, determine the maximum deflection in mm? Express your answer in absolute value and use three decimal places. E = 12 GPa and I = 41.62 x 10-6 m4. y www 3 KN/m 3.0 m 1.2 marrow_forward
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