03: The cantilever beam shown in Fig(2), is required to support a concentrated service load(P-72KN and P-20KN) at the free end. Ignore self weight of the beam, use fc-28 MPa, fy-400MPA, concrete cover-40mm, beam span-4.5m, Check crack adequacy at support according to ACI Code 318M. Note: use working stress method in analysis. Pl-72kN 250mm Pd-20kN b028mm 012mm L 800mm Fig.(2) wwos wwo08

03: The cantilever beam shown in Fig(2), is required to support a concentrated service load(P-72KN and P-20KN) at the free end. Ignore self weight of the beam, use fc-28 MPa, fy-400MPA, concrete cover-40mm, beam span-4.5m, Check crack adequacy at support according to ACI Code 318M. Note: use working stress method in analysis. Pl-72kN 250mm Pd-20kN b028mm 012mm L 800mm Fig.(2) wwos wwo08

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 9.2.5P: The deflection curve for a cantilever beam AB (sec figure) is given by...

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