1.)Calculate the height of the neutral axis measured from the extreme compression fiber. 2.) Calculate the strength reduction factor for the given beam. 3.) Calculate the design moment for the given beam. Given b=9.25mm d=152.5mm d(prime)=32.5mm L=1.1m WsubD=6.25kn/m WsubL=8.25kn/m 4 25mm tension steel bars 4 12mm compression steelbars FsubC(prime)=28Mpa FsubY=420Mpa
1.)Calculate the height of the neutral axis measured from the extreme compression fiber. 2.) Calculate the strength reduction factor for the given beam. 3.) Calculate the design moment for the given beam. Given b=9.25mm d=152.5mm d(prime)=32.5mm L=1.1m WsubD=6.25kn/m WsubL=8.25kn/m 4 25mm tension steel bars 4 12mm compression steelbars FsubC(prime)=28Mpa FsubY=420Mpa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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1.)Calculate the height of the neutral axis measured from the extreme compression fiber.
2.) Calculate the strength reduction factor for the given beam.
3.) Calculate the design moment for the given beam.
Given
b=9.25mm
d=152.5mm
d(prime)=32.5mm
L=1.1m
WsubD=6.25kn/m
WsubL=8.25kn/m
4 25mm tension steel bars
4 12mm compression steelbars
FsubC(prime)=28Mpa
FsubY=420Mpa
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