Due to architectural requirements, a column in a non-sway frame is of T-section as shown in the figure:: Given: As₁ = 6 - 25 mm diameter bars As₂4 - 25 mm diameter bars h₁ = 250 mm h₂ = 450 mm b₁ = 200 mm b₂ = 300 mm f'c = 28 MPa fy = 415 MPa Diameter of ties = 10 mm Clear concrete cover = 40 mm Assume that for all bars, fs = fy hp 250. ASI A$2 h₂=450 3. A load, P_u = 4155kN acts along the x-axis at 420 mm from the line 1. What is the resulting bending moment (kN-m)? |b₁=200 b2=300 b₁-200

Due to architectural requirements, a column in a non-sway frame is of T-section as shown in the figure:: Given: As₁ = 6 - 25 mm diameter bars As₂4 - 25 mm diameter bars h₁ = 250 mm h₂ = 450 mm b₁ = 200 mm b₂ = 300 mm f'c = 28 MPa fy = 415 MPa Diameter of ties = 10 mm Clear concrete cover = 40 mm Assume that for all bars, fs = fy hp 250. ASI A$2 h₂=450 3. A load, P_u = 4155kN acts along the x-axis at 420 mm from the line 1. What is the resulting bending moment (kN-m)? |b₁=200 b2=300 b₁-200

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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