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Elements Of Electromagnetics
7th Edition
ISBN: 9780190698614
Author: Sadiku, Matthew N. O.
Publisher: Oxford University Press
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
Transcribed Image Text:F12-2. Determine the slope and deflection of end A of the
cantilevered beam. E = 200 GPa and I = 65.0(10) mm*.
10 kN
10 kN-m
-3 m
F12-2
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- Determine the slope at B and the maximum displacement of the beam. E = 200 GPa, I = 550(106)mmª. Solve Prob. A F using the conjugate-beam method. 2 m 30 kN B 1 m iCarrow_forwardDetermine the minimum required width b for the beam and loading shown. For wood, σem =16, τem =38 (l=1, m=8, n=16, a=20, Fb=160, Fc=38)arrow_forwardDetermine the slope at A and the maximum deflection of the beam. EI is constant.arrow_forward
- The two A-36 steel bars have a thickness of 1 in. and a width of 4 in. They are designed to act as a spring for the machine which exerts a force of 4 kip on them at A and B. If the supports exert only vertical forces on the bars, determine the maximum deflection of the bottom bar.arrow_forwardDetermine the deflection of end A if E = 200 GPa and I = 65 x 10^6 mm^4arrow_forwardFor the cantilever beam and loading shown, determine the slope and deflection at the free end. MA= A IP = Pa B L a ANS. Pa(2L-a)/2 EI; Pa(3L² - 3aL + a²)/6EI ↑.arrow_forward
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