Solve for the required compression steel area, A's in mm² at midspan of the rectangular beam in the figure shown below. No need to check beam size.
Solve for the required compression steel area, A's in mm² at midspan of the rectangular beam in the figure shown below. No need to check beam size.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Solve for the required compression steel area, A's in mm² at midspan of the rectangular beam in the figure shown
below.
No need to check beam size.
f'c = 21 MPa
fy = 415 MPa
b = 250 mm
d = 400 mm
d' = 65 mm
WDL= 10 kN/m (incl beam weight)
WLL = 15 kN/m
Wu
-7m
:](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbb1a9781-8d38-4351-80ef-d2449872b8c4%2F7097204b-10ae-44b7-8baf-2fceda2e931f%2F6fokq8l_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Solve for the required compression steel area, A's in mm² at midspan of the rectangular beam in the figure shown
below.
No need to check beam size.
f'c = 21 MPa
fy = 415 MPa
b = 250 mm
d = 400 mm
d' = 65 mm
WDL= 10 kN/m (incl beam weight)
WLL = 15 kN/m
Wu
-7m
:
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Step 1: Introduce the problem statement
VIEWStep 2: Determine ultimate load combinations
VIEWStep 3: Determine ultimate moments
VIEWStep 4: Determine moment to be carried by compression reinforcement
VIEWStep 5: Check whether the compression steel has yielded
VIEWStep 6: Compute compression steel
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