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
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
Related questions
Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb904620a-cc3b-4889-9db0-7b6c8877823b%2F8452ee10-4b11-4bd6-9a5a-7632887d3f27%2Flomxwwq_processed.jpeg&w=3840&q=75)
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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