Problem #3: The frame shown in Fig. 3 is subjected to a live load of P. The beam abcd is made with IPE200 (S275). Both top and flange bottom of the beam is laterally supported at points A, B and C. Point B is at the mid-length. Neglect self-weight. Determine the following for the beam abcd: (c) Find Pmax based on the limit states associated with shear. Use LRFD approach. 4 m 6 I Rigid connection Hinge 3 m
Problem #3: The frame shown in Fig. 3 is subjected to a live load of P. The beam abcd is made with IPE200 (S275). Both top and flange bottom of the beam is laterally supported at points A, B and C. Point B is at the mid-length. Neglect self-weight. Determine the following for the beam abcd: (c) Find Pmax based on the limit states associated with shear. Use LRFD approach. 4 m 6 I Rigid connection Hinge 3 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
please solve c and d option clearly, thanks
![Problem #3: The frame shown in Fig. 3 is subjected to a live load of P. The beam abcd is made
with IPE200 (S275). Both top and flange bottom of the beam is laterally supported at points A,
B and C. Point B is at the mid-length. Neglect self-weight. Determine the following for the
beam abcd:
(c) Find Pmax based on the limit states
associated with shear. Use LRFD
approach.
(d) Find Pmax based on the serviceability limit
state. Consider overhang deflection
(Assume joint C is fixed for this step for
the sake of simplicity).
4 m
Rigid
connection
Pin
6 m
I
с
Hinge
2 m
H
Fig. 3. Frame with overhang
P
3 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F612e78db-8316-4dc7-ba86-9488d3e61dd7%2F45ed594d-cc9c-47e1-bd5e-73f47979b204%2Fph67a_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem #3: The frame shown in Fig. 3 is subjected to a live load of P. The beam abcd is made
with IPE200 (S275). Both top and flange bottom of the beam is laterally supported at points A,
B and C. Point B is at the mid-length. Neglect self-weight. Determine the following for the
beam abcd:
(c) Find Pmax based on the limit states
associated with shear. Use LRFD
approach.
(d) Find Pmax based on the serviceability limit
state. Consider overhang deflection
(Assume joint C is fixed for this step for
the sake of simplicity).
4 m
Rigid
connection
Pin
6 m
I
с
Hinge
2 m
H
Fig. 3. Frame with overhang
P
3 m
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