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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

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
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
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 250 mm 70 mm 430 mm N.A. 100 mm b oð o d 70 mm ww;009
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 b oð o d 70 mm ww;009
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