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- Determine the deflection at midspan of the structure Group of answer choices (-5wL^4)/384EI (5wL^4)/384EI (wL^3)/24EI (-wL^3)/24EIDetermine the slope at point A and the deflection at point C of the beam shown by the conjugate-beam method. 180 KN -3 m- B 3 m- Hinge C I=2080 x 106 mm² D -3 m————5 m- E E = 200 GPa I= 1040x106 mm² 67.5 kl -3 m- FCompute the slope and deflection at the free end of the of the cantilever beam shown. E = 29,000 ksi , I = 760 in⁴. Use moment-area method
- Determine the maximum deflection of the beam Group of answer choices (-PL^3)/48EI (PL^3)/48EI (PL^2)/16EI (-PL^2)/16EIDetermine the Horizontal Deflection at E. Indicate the negative sign if the answer is to the left. AB= 2.5 I; BCDE= I; 200 GPa 220x10^6 mm^4DET. THE VALUE OF P THAT WILL CAUSE DEFLECTION OF THE 150X220 mm BEAM EQUAL TO 32mm (AT POINT C) WITH THIS VAIUE OF P , WHAT IS THE DEFLECTION AT POINT B USE E=65 GPa
- will rate immediately pls answer asap wc of the ff gives the deflection at point CDetermine the maximum deflection of the simply asupported beam. E = 200 GPa and I = 39.9(10-6) m4.Determine the slope at point B and the maximum deflection in the beam. E = 200 GPa and I = 450x16 mm4. Using virtual Work Method.