For the initial section of beam design shown below, determine the values of the net tensile strain (E;), 6, and Mn. Area for 30 mm dia. Bar = 645 mm2. Here is the format. For the net tensile strain, 4 numbers after the decimal place (0.0002), (0.65) and for Mn ( 28.57 kN-m). 600 675 4-30 mm | 75 fy = 413.70 Mpa f'c = 27.58 Mpa %3D 300 > Dimensions are in mm Net tensile strain (ɛ)

For the initial section of beam design shown below, determine the values of the net tensile strain (E;), 6, and Mn. Area for 30 mm dia. Bar = 645 mm2. Here is the format. For the net tensile strain, 4 numbers after the decimal place (0.0002), (0.65) and for Mn ( 28.57 kN-m). 600 675 4-30 mm | 75 fy = 413.70 Mpa f'c = 27.58 Mpa %3D 300 > Dimensions are in mm Net tensile strain (ɛ)

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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