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 = -

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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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

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