Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Transcribed Image Text:2.
P
Derive an equation that describes the vertical
deflection of the beam, y(x), and also
B
calculate the maximum deflection of the
beam.
M = 0.5PL
%3D
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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) (Please let's the final unit be in mm^4 and also provide a final check)E = 200 GN/m2 can someone please answer this question in detail who is confident in this topic with step-by-step calculations pls. I've asked this question twice now and I've gotten different answers each time so I'm at a bit of a loss. (Pls don't respond to this if you have already responded previously) Thank youarrow_forwardhelppparrow_forwardUsing Castigliano's theorem, solve step by step the given frame.arrow_forward
- For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the beam at A. Assume a constant value of EI = 106000 kip·ft2 for the beam; w0 = 3.8 kips/ft, LAB = 6 ft, LBC = 3 ft.arrow_forwardHorizontal Deflection at joint D using Virtual Work Methodarrow_forward
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