23: Design a reinforced concrete rectangular beam shown in figure below, that must carry a service live load of 36 kN/m and dead load Lasis of 15 kN/m (incloding self-weight) on a 5.5 m simple span. Material strengths are ( fc = 25 MPa, fy=414 MPa). (Use Ultimate Strength Method). Assum d = 60 mm 750mm
23: Design a reinforced concrete rectangular beam shown in figure below, that must carry a service live load of 36 kN/m and dead load Lasis of 15 kN/m (incloding self-weight) on a 5.5 m simple span. Material strengths are ( fc = 25 MPa, fy=414 MPa). (Use Ultimate Strength Method). Assum d = 60 mm 750mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Q3: Design a reinforced concrete rectangular beam shown in figure
below, that must carry a service live load of 36 kN/m and dead load
Lasis
of 15 kN/m (incloding self-weight) on a 5.5 m simple span.
Material strengths are (fo= 25 MPa, fy = 414 MPa). (Use Ultimate
Strength Method). Assum d = 60 mm
لتر Pa۷
ع) حرم
Asi
Mui
142
M
(5)
Fé= 25
B₁=0.85
250mm
500mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F011ef5a1-8329-4014-bc25-d28459e9dd19%2F03d6c390-c7d0-49f3-841f-01003f3a32de%2Fla9976_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q3: Design a reinforced concrete rectangular beam shown in figure
below, that must carry a service live load of 36 kN/m and dead load
Lasis
of 15 kN/m (incloding self-weight) on a 5.5 m simple span.
Material strengths are (fo= 25 MPa, fy = 414 MPa). (Use Ultimate
Strength Method). Assum d = 60 mm
لتر Pa۷
ع) حرم
Asi
Mui
142
M
(5)
Fé= 25
B₁=0.85
250mm
500mm
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