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300 mm PDL = 15 kN/m , PLL = 5 kN/m 2 - 16mm 4m 5m 3m 450 mm fel - 20 Z MPa 4 - 25mm

300 mm PDL = 15 kN/m , PLL = 5 kN/m 2 - 16mm 4m 5m 3m 450 mm fel - 20 Z MPa 4 - 25mm

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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50 kN 20 kN 300 mm PDL = 15 kN/m , PLL = 5 kN/m 2 - 16mm 4m 5m 3m |450 mm fc' = 20.7 MPa 4 - 25mm fy = 415 MPa %3D fyt = 275 MPa Analyze the stirrups at the hinge support. Determine the following: a. Ultimate Shear at the critical condition. b. Spacing of stirrups at the critical condition. Number of pieces of the stirrups under the critical region. d. Spacing of stirrups closest to the critical region before it reaches the region where stirrups с. are not required Number of pieces of stirrups in connection to question of letter d е.
Transcribed Image Text:50 kN 20 kN 300 mm PDL = 15 kN/m , PLL = 5 kN/m 2 - 16mm 4m 5m 3m |450 mm fc' = 20.7 MPa 4 - 25mm fy = 415 MPa %3D fyt = 275 MPa Analyze the stirrups at the hinge support. Determine the following: a. Ultimate Shear at the critical condition. b. Spacing of stirrups at the critical condition. Number of pieces of the stirrups under the critical region. d. Spacing of stirrups closest to the critical region before it reaches the region where stirrups с. are not required Number of pieces of stirrups in connection to question of letter d е.
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