Problem 2. A composite section having an effective width of flange of 2100 mm and a slab thickness of 150mm as shown in the figure. The steel beam is W530 x 101 of A36 steel with Fy =250 MPa. Concrete fc'=20.7 MPa. Modular ratio, n=9. ASsume full shoring and full composite action. A 12900 mm2 d= 537 mm Properties of W 530 x 101 W= 101.4 kg/m k=617 x 10 mm 2100mm 150mm W530x 101 a. Determine the moment of inertia at the neutral axis. b. Determine the resisting moment for the cross section shown. c. Determine the uniformly distributed load which excludes the weight of the steel beam and concrete slab that the beam could support if it has a simple span of 6m.

Problem 2. A composite section having an effective width of flange of 2100 mm and a slab thickness of 150mm as shown in the figure. The steel beam is W530 x 101 of A36 steel with Fy =250 MPa. Concrete fc'=20.7 MPa. Modular ratio, n=9. ASsume full shoring and full composite action. A 12900 mm2 d= 537 mm Properties of W 530 x 101 W= 101.4 kg/m k=617 x 10 mm 2100mm 150mm W530x 101 a. Determine the moment of inertia at the neutral axis. b. Determine the resisting moment for the cross section shown. c. Determine the uniformly distributed load which excludes the weight of the steel beam and concrete slab that the beam could support if it has a simple span of 6m.

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 9.7.1P

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