REFER BELOW TY y70 mm500 mm640 mm70 mmy70 mm70 mm210 mm350 mm

Answer 1) Calculation of neutral axis 'c' We know that at balanced condition strain at extreme…

The column section shown above is reinforced with equal number of 20 mm bars с 1. on each face. Using f'c = 21 MPa, long bar fy = 420 MPa, calculate the following: The distance of the neutral axis “c” (mm) from the extreme concrete compression fiber at balanced condition with bending about x-axis. A. 285 C. 335 D. 275 B. 320 2. 3. The compressive force on concrete compression area (kN) when section fails at balanced condition with bending about the x-axis. A. 1,780 KN B. 3,255 KN C. 2,094 kN D. 1,690 kN The internal force in the 2 bars at the middle when the section fails at balanced condition with bending about the x-axis. A. 11.71 kN B. 17.19 kN C. 10.81 kN D. 28.34 kN

The column section shown above is reinforced with equal number of 20 mm bars с 1. on each face. Using f'c = 21 MPa, long bar fy = 420 MPa, calculate the following: The distance of the neutral axis “c” (mm) from the extreme concrete compression fiber at balanced condition with bending about x-axis. A. 285 C. 335 D. 275 B. 320 2. 3. The compressive force on concrete compression area (kN) when section fails at balanced condition with bending about the x-axis. A. 1,780 KN B. 3,255 KN C. 2,094 kN D. 1,690 kN The internal force in the 2 bars at the middle when the section fails at balanced condition with bending about the x-axis. A. 11.71 kN B. 17.19 kN C. 10.81 kN D. 28.34 kN

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)

5th Edition

ISBN:9781305084766

Author:Saeed Moaveni

Publisher:Saeed Moaveni

Chapter16: Engineering Drawings And Symbols

Section: Chapter Questions

Problem 50P

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