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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