QI: By working stress method calculate the maximum concentrated load (P) at free edge of the cantilever beam (2.5 m) span shows below with the section, the beam carries an uniformly distributed dead load (10 kN/m) (with self-weight) if the unit weight of concrete is 24 kN/m .f'c= 22 MPa and fy= 400 MPa. 3 25mm 50% 150 200 mm 150

QI: By working stress method calculate the maximum concentrated load (P) at free edge of the cantilever beam (2.5 m) span shows below with the section, the beam carries an uniformly distributed dead load (10 kN/m) (with self-weight) if the unit weight of concrete is 24 kN/m .f'c= 22 MPa and fy= 400 MPa. 3 25mm 50% 150 200 mm 150

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 9.6.5P: -5 Calen1ate the deflections S 3a nd

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