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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.
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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