• Using USD or ultimate strength design method, design a simply supported reinforced concrete beam 0.25 meters wide and 5.0 meters long, carrying only a wall load of 8.70 kN/m including its own weight. Keep the steel ratio within 2% and use 20 mm diameter reinforcing bars. Use fy = 414 MPa and fc'= 27.6 MPa and a minimum concrete cover 65 mm. Indicate the depth and reinforcing bars on the figure. %3D %3D Cone. cover number of
• Using USD or ultimate strength design method, design a simply supported reinforced concrete beam 0.25 meters wide and 5.0 meters long, carrying only a wall load of 8.70 kN/m including its own weight. Keep the steel ratio within 2% and use 20 mm diameter reinforcing bars. Use fy = 414 MPa and fc'= 27.6 MPa and a minimum concrete cover 65 mm. Indicate the depth and reinforcing bars on the figure. %3D %3D Cone. cover number of
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
100%
![LABORATORY WORK 1:
Using USD or ultimate strength design
method, design a simply supported
reinforced concrete beam 0.25 meters
wide and 5.0 meters long, carrying only a
wall load of 8.70 kN/m including its own
weight. Keep the steel ratio within 2%
and use 20 mm diameter reinforcing
bars. Use fy = 414 MPa and fc'= 27.6 MPa
and a minimum concrete cover 65 mm.
Indicate the depth and number of
reinforcing bars on the figure.
%3D
cone. over
Page
2 12
nes)
चात न
%23](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F91a53590-87c0-4d2b-8d34-b38104e4305a%2F8a9ca44a-7677-4511-9a2c-ef6183c68cd6%2Frk0d5pm_processed.jpeg&w=3840&q=75)
Transcribed Image Text:LABORATORY WORK 1:
Using USD or ultimate strength design
method, design a simply supported
reinforced concrete beam 0.25 meters
wide and 5.0 meters long, carrying only a
wall load of 8.70 kN/m including its own
weight. Keep the steel ratio within 2%
and use 20 mm diameter reinforcing
bars. Use fy = 414 MPa and fc'= 27.6 MPa
and a minimum concrete cover 65 mm.
Indicate the depth and number of
reinforcing bars on the figure.
%3D
cone. over
Page
2 12
nes)
चात न
%23
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