A simply supported rectangular beam with the sectional dimensions of b × h=250×600mm carries a uniform load of 8 kN/m(including self weight) and two concentrated variable loads of 120 kN which both refer to the design values. The grades C25, HPB300 and HRB335 are used for concrete, stirrups and longitudinal bars, respectively. The thickness of concrete cover is 25mm. Please calculate the area of reinforcements and then sketch the beam with reinforcement details. q=8 kN/m P=120 kN P=120 kN 120 2000 2000 2000 120
A simply supported rectangular beam with the sectional dimensions of b × h=250×600mm carries a uniform load of 8 kN/m(including self weight) and two concentrated variable loads of 120 kN which both refer to the design values. The grades C25, HPB300 and HRB335 are used for concrete, stirrups and longitudinal bars, respectively. The thickness of concrete cover is 25mm. Please calculate the area of reinforcements and then sketch the beam with reinforcement details. q=8 kN/m P=120 kN P=120 kN 120 2000 2000 2000 120
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A simply supported rectangular beam with the sectional dimensions of b ×
h=250× 600mm carries a uniform load of 8 kN/m(including self weight) and
two concentrated variable loads of 120 kN which both refer to the design
values. The grades C25, HPB300 and HRB335 are used for concrete, stirrups
and longitudinal bars, respectively. The thickness of concrete cover is 25mm.
Please calculate the area of reinforcements and then sketch the beam with
reinforcement details.
q=8 kN/m
P=120 kN
P=120 kN
120
2000
2000
2000
120](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb965fbe7-3b9d-49fe-a125-794517880b01%2Ff236936b-4535-4ee7-b49d-571819d2b6d6%2Fj7cph1d_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A simply supported rectangular beam with the sectional dimensions of b ×
h=250× 600mm carries a uniform load of 8 kN/m(including self weight) and
two concentrated variable loads of 120 kN which both refer to the design
values. The grades C25, HPB300 and HRB335 are used for concrete, stirrups
and longitudinal bars, respectively. The thickness of concrete cover is 25mm.
Please calculate the area of reinforcements and then sketch the beam with
reinforcement details.
q=8 kN/m
P=120 kN
P=120 kN
120
2000
2000
2000
120
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