Design economical spacing of 10 mm diameter stirrups for the beam which carries the loads shown. Design shear reinforcement of prestressed beam with the following properties listed. Properties: f^c=28 MPa fy = 276MPa Aps = 800 mm² Ds = 10mm Dm = 18mm fse = 800 MPa fpu = 1500 MPa fpe = 860 MPa Pe = 250kN
Design economical spacing of 10 mm diameter stirrups for the beam which carries the loads shown. Design shear reinforcement of prestressed beam with the following properties listed. Properties: f^c=28 MPa fy = 276MPa Aps = 800 mm² Ds = 10mm Dm = 18mm fse = 800 MPa fpu = 1500 MPa fpe = 860 MPa Pe = 250kN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design economical spacing of 10 mm diameter stirrups for the beam which carries the loads shown. Design shear reinforcement of prestressed beam with the following properties listed.
Properties:
f^c=28 MPa
fy = 276MPa
Aps = 800 mm²
Ds = 10mm
Dm = 18mm
fse = 800 MPa
fpu = 1500 MPa
fpe = 860 MPa
Pe = 250kN
![WDL = 38 kN/m
Pu = 50 kN
%3D
WLL = 18 kN/m
6m
250 mm
70 mm
430 mm
N.A.
100 mm
b00 o G
70 mm
ww009](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F31817a1b-0e7c-480d-90d7-b28c34237646%2F0ebfc77d-2daf-48ff-81db-22c6b154ded3%2F9m2mzah_processed.jpeg&w=3840&q=75)
Transcribed Image Text:WDL = 38 kN/m
Pu = 50 kN
%3D
WLL = 18 kN/m
6m
250 mm
70 mm
430 mm
N.A.
100 mm
b00 o G
70 mm
ww009
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