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SHOW ALL SOLUTIONS - 5m is the length of segment CD a. Nominal Shear in kN carried by the beam under the critical region b. Nominal Shear in kN carried by the Concrete under the critical region c. Nominal Shear in kN carried by the Stirrups under the critical region d. Minimum Stirrups area in mm^2 e. Critical Spacing of Stirrups in mm f. Number of Stirrups h, - lOmmø A Zn 2-Nlommß -4-25 mmpß bw VALUES DL = 33.1 MPa P.

SHOW ALL SOLUTIONS - 5m is the length of segment CD a. Nominal Shear in kN carried by the beam under the critical region b. Nominal Shear in kN carried by the Concrete under the critical region c. Nominal Shear in kN carried by the Stirrups under the critical region d. Minimum Stirrups area in mm^2 e. Critical Spacing of Stirrups in mm f. Number of Stirrups h, - lOmmø A Zn 2-Nlommß -4-25 mmpß bw VALUES DL = 33.1 MPa P.

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter2: Concepts In Structural Steel Design
Section: Chapter Questions
Problem 2.3P: A beam is part of the framing system for the floor of an office building. The floor is subjected to...
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SHOW ALL SOLUTIONS 5m is the length of segment CD a. Nominal Shear in kN carried by the beam under the critical region b. Nominal Shear in kN carried by the Concrete under the critical region c. Nominal Shear in kN carried by the Stirrups under the critical region d. Minimum Stirrups area in mm^2 e. Critical Spacing of Stirrups in mm f. Number of Stirrups h, 3-Komeip 2mk Sm h l0mmø A En A 25 E 2-lommp -4-25 mm bw VALUES DL = 33.1 MPa LL = 13.3 kN/m PDL = 91.1 kN PLL = 43.3 kN bw = 413 mm b= 513 mm h = 633 mm h1 = 105.5 fc' = 23.3 MPa fy = 411.3 MPa fyt = 233.3 MPa
Transcribed Image Text:SHOW ALL SOLUTIONS 5m is the length of segment CD a. Nominal Shear in kN carried by the beam under the critical region b. Nominal Shear in kN carried by the Concrete under the critical region c. Nominal Shear in kN carried by the Stirrups under the critical region d. Minimum Stirrups area in mm^2 e. Critical Spacing of Stirrups in mm f. Number of Stirrups h, 3-Komeip 2mk Sm h l0mmø A En A 25 E 2-lommp -4-25 mm bw VALUES DL = 33.1 MPa LL = 13.3 kN/m PDL = 91.1 kN PLL = 43.3 kN bw = 413 mm b= 513 mm h = 633 mm h1 = 105.5 fc' = 23.3 MPa fy = 411.3 MPa fyt = 233.3 MPa
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