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)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![For the initial section of beam design shown below, determine the values of the net tensile
strain (ɛ;), 6, and oMn. 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,)
OMn](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Faee38e48-d4a0-4650-8824-3430c788a264%2F20836cd0-16ad-4d8f-91ec-1dc6eea4509e%2Fp8svf2_processed.jpeg&w=3840&q=75)
Transcribed Image Text:For the initial section of beam design shown below, determine the values of the net tensile
strain (ɛ;), 6, and oMn. 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,)
OMn
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