The prismatic beam below is to carry superimposed loads as shown below. Neglecting the beam weight. Design the beam using 25mmØ top bars and 20mmØ bottom bars. Use fc'=28 MPa and Grade 60 rebars. Use d/b = 2.0 and a steel ratio equal to 1.5*omin in determining the beam size. Also, use a concrete cover of 50mm and stirrup size of 10mm. 20kN/m 2m t 1m 25kN t 6m 1m 40kN/m t 2m
The prismatic beam below is to carry superimposed loads as shown below. Neglecting the beam weight. Design the beam using 25mmØ top bars and 20mmØ bottom bars. Use fc'=28 MPa and Grade 60 rebars. Use d/b = 2.0 and a steel ratio equal to 1.5*omin in determining the beam size. Also, use a concrete cover of 50mm and stirrup size of 10mm. 20kN/m 2m t 1m 25kN t 6m 1m 40kN/m t 2m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![The prismatic beam below is to carry superimposed loads as shown below. Neglecting the beam weight.
Design the beam using 25mmØ top bars and 20mmØ bottom bars. Use fc'=28 MPa and Grade 60 rebars.
Use d/b = 2.0 and a steel ratio equal to 1.5*omin in determining the beam size. Also, use a concrete
cover of 50mm and stirrup size of 10mm.
20kN/m
2m
1m
25kN
6m
1m
40kN/m
2m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fae5c02cc-00d3-452a-bb6e-2b8e7645e3f4%2F935d73fd-0344-4a4d-959f-b8356952fadf%2F18u0s3o_processed.png&w=3840&q=75)
Transcribed Image Text:The prismatic beam below is to carry superimposed loads as shown below. Neglecting the beam weight.
Design the beam using 25mmØ top bars and 20mmØ bottom bars. Use fc'=28 MPa and Grade 60 rebars.
Use d/b = 2.0 and a steel ratio equal to 1.5*omin in determining the beam size. Also, use a concrete
cover of 50mm and stirrup size of 10mm.
20kN/m
2m
1m
25kN
6m
1m
40kN/m
2m
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