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 = 276 MPa Aps = 800 mm2 Ds = 10 mm Dm = 18 mm fse = 800 MPa fpu = 1500 MPa fpe = 860 MPa
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 = 276 MPa Aps = 800 mm2 Ds = 10 mm Dm = 18 mm fse = 800 MPa fpu = 1500 MPa fpe = 860 MPa
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 = 276 MPa
Aps = 800 mm2
Ds = 10 mm
Dm = 18 mm
fse = 800 MPa
fpu = 1500 MPa
fpe = 860 MPa
Pe = 250 kN
![WDL = 38 kN/m
Pu = 50 kN
WLL = 18 kN/m
6m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4fd20e26-5085-4b28-b090-6826195f5370%2Ffd2981a6-7ae4-448e-b434-3129403037f6%2Fcukubzi_processed.png&w=3840&q=75)
Transcribed Image Text:WDL = 38 kN/m
Pu = 50 kN
WLL = 18 kN/m
6m
![250 mm
70 mm
| 430 mm
N.A.
|100 mm
b0.0 0 G
70 mm
ww 009](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4fd20e26-5085-4b28-b090-6826195f5370%2Ffd2981a6-7ae4-448e-b434-3129403037f6%2Fqtm79c9_processed.png&w=3840&q=75)
Transcribed Image Text:250 mm
70 mm
| 430 mm
N.A.
|100 mm
b0.0 0 G
70 mm
ww 009
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