Q2) Calculate and detail the flexural reinforcement for the beam section shown in Fig.2 at the mid-span of the shown fixed-fixed beam. The self-weight is included in the DL. Use f'c=25 MPa and fy=420 MPa. (72800 DL=50 kN/m LL=75 kN/m 600 80 L-7 m w e2 M 24 480 Fig (2) B.M.D 250 M = - | 12 M = -
Q2) Calculate and detail the flexural reinforcement for the beam section shown in Fig.2 at the mid-span of the shown fixed-fixed beam. The self-weight is included in the DL. Use f'c=25 MPa and fy=420 MPa. (72800 DL=50 kN/m LL=75 kN/m 600 80 L-7 m w e2 M 24 480 Fig (2) B.M.D 250 M = - | 12 M = -
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Referenced concrete
![Q2) Calculate and detail the flexural reinforcement for the beam section shown in Fig.2 at
the mid-span of the shown fixed-fixed beam. The self-weight is included in the DL. Use
f'c=25 MPa and fy=420 MPa.
(728000
DL=50 kN/m LL=75 kN/m
600
80
L-7 m
w e2
M =
24
480
Fig (2)
B.M.D
250
M =.
12
M = -
12](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F20ff780f-fb38-4ab5-b562-9afc1a397dea%2Fb8053286-9695-4792-835c-a63a0a7c2a6d%2Fvddsi9w_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q2) Calculate and detail the flexural reinforcement for the beam section shown in Fig.2 at
the mid-span of the shown fixed-fixed beam. The self-weight is included in the DL. Use
f'c=25 MPa and fy=420 MPa.
(728000
DL=50 kN/m LL=75 kN/m
600
80
L-7 m
w e2
M =
24
480
Fig (2)
B.M.D
250
M =.
12
M = -
12
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