A composite section having an effective width of flangé of 2100 mm and a slab thickness of 150 mm is shown in the figure. The steel beam is a W 530 x 101 of A 36 steel with Fy = 250 MPa. Concrete fe = 20.7 MPa. Modular ratio n = 9. Assume full shoring and full composite action. 2100 mm Properties of W 530 x 101 A = 12900 mm2 150 mm d = 537 mm W= 101.4 kg/m k= 617 x 10 mm4 W 530 x 101
A composite section having an effective width of flangé of 2100 mm and a slab thickness of 150 mm is shown in the figure. The steel beam is a W 530 x 101 of A 36 steel with Fy = 250 MPa. Concrete fe = 20.7 MPa. Modular ratio n = 9. Assume full shoring and full composite action. 2100 mm Properties of W 530 x 101 A = 12900 mm2 150 mm d = 537 mm W= 101.4 kg/m k= 617 x 10 mm4 W 530 x 101
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.1.2P
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Question
a. Determine the moment of Inertia at the neutral axis.
b. Determine the resisting moment for the cross section shown.
c. Determine the stress of steel after concrete hardens.
![(Neutral axis below the slab).
A composite section having an effective width of flangé of 2100 mm and
a slab thickness of 150 mm is shown in the figure. The steel beam is a
W 530 x 101 of A 36 steel with Fy 250 MPa. Concrete fe = 20.7 MPa.
Modular ratio n = 9. Assume full shoring and full composite action.
2100 mm
Properties of W 530 x 101
A = 12900 mm2
d = 537 mm
W = 101.4 kg/m
k= 617 x 10 mm4
150 mm
W 530 x 101](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ffc829e2c-5fcb-41fd-a2fd-6c0e5203ca63%2Fd5923b00-c694-4b81-bfbb-ae412d83e2fc%2F2c6l1c_processed.png&w=3840&q=75)
Transcribed Image Text:(Neutral axis below the slab).
A composite section having an effective width of flangé of 2100 mm and
a slab thickness of 150 mm is shown in the figure. The steel beam is a
W 530 x 101 of A 36 steel with Fy 250 MPa. Concrete fe = 20.7 MPa.
Modular ratio n = 9. Assume full shoring and full composite action.
2100 mm
Properties of W 530 x 101
A = 12900 mm2
d = 537 mm
W = 101.4 kg/m
k= 617 x 10 mm4
150 mm
W 530 x 101
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