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

Elements Of Electromagnetics
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Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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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 fe'-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
16028mm
012mm
800mm
Fig.(2)
wwOB
Transcribed Image Text: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 fe'-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 16028mm 012mm 800mm Fig.(2) wwOB
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