br ... t Bar diameters and positioning in the figure given are just representations. Refer to the problem statement for the ds hw number of bars and bar diameters to use in your computation. 25 mm bw
br ... t Bar diameters and positioning in the figure given are just representations. Refer to the problem statement for the ds hw number of bars and bar diameters to use in your computation. 25 mm bw
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
!["D.80. Compute the ultimate strength capacity of the positive moment beam design
below. f'c= 25.3 MPa, fy= 449.3 MPa, bf= 710 mm, t= 85 mm, hw= 400 mm, bw = 440
mm ds= 10 mm, ct= 30 mm, cb = 35 mm. Steel bar details: compression side at top
(single layer): 4 - 16 mm dia. , tension side (double- layered): upper layer is 4 - 25 mm
dia. and lower layer is 4 - 25 mm dia."](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2b7575d2-4d59-4a13-acac-78839cf48a3d%2Fd68899b1-ae14-41fd-80b4-b8b274b76d87%2Fyf8h0uq_processed.png&w=3840&q=75)
Transcribed Image Text:"D.80. Compute the ultimate strength capacity of the positive moment beam design
below. f'c= 25.3 MPa, fy= 449.3 MPa, bf= 710 mm, t= 85 mm, hw= 400 mm, bw = 440
mm ds= 10 mm, ct= 30 mm, cb = 35 mm. Steel bar details: compression side at top
(single layer): 4 - 16 mm dia. , tension side (double- layered): upper layer is 4 - 25 mm
dia. and lower layer is 4 - 25 mm dia."
![br
...
Bar diameters and
positioning in the
figure given are just
representations.
Refer to the problem
statement for the
number of bars and
bar diameters to use
ds
hw
in your computation.
25 mm
bw
my](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2b7575d2-4d59-4a13-acac-78839cf48a3d%2Fd68899b1-ae14-41fd-80b4-b8b274b76d87%2Fgq4to2_processed.png&w=3840&q=75)
Transcribed Image Text:br
...
Bar diameters and
positioning in the
figure given are just
representations.
Refer to the problem
statement for the
number of bars and
bar diameters to use
ds
hw
in your computation.
25 mm
bw
my
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