With the use of area moment method 2/3IV. Determine the maximum deflection of the of the following beams.30 k12 A24 ft1 = 1500 in", E = 29 x 10“ psi.15 kN40 kNI = 2 x 10 mm*I = 3 x 10* mmªA-6 m6 mE = 200 GPa III. Determine the information requested for each beam.O, and AA. E= 200 000 MPa. I values shown on figure.80 kNI = 5.0 × 10* mm*I = 2.5 x 10° mm*6 m6 mOA and AA. I values shown on figure. (Ans. 0A=0.00517 rads \, AA = 3.56 in. Į)30 kNI = 3600 in.*I = 1200 in."I= 1200 in."20 ft-- 20 ft- 20 ft

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IV. Determine the maximum deflection of the of the following beams. 30k 12 ft 24 f = 1500 in*, E = 29 x 10“ psi. 15 kN 40 kN I = 2 x 10° mm* I = 3 x 10 mm A 6 m - 6 m E = 200 GPa

IV. Determine the maximum deflection of the of the following beams. 30k 12 ft 24 f = 1500 in, E = 29 x 10“ psi. 15 kN 40 kN I = 2 x 10° mm I = 3 x 10 mm A 6 m - 6 m E = 200 GPa

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter9: Deflections Of Beams

Section: Chapter Questions

Problem 9.3.16P: A simple beam with an overhang is subjected to d point load P = 6kN. If the maximum allowable...

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