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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
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
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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