1. A composite section having an effective width of flange of 2100mm and a slab thicknessof 150mm is shown in the figure. The steel beam is a W530 x 101 of A36 steel with F, :250MPA. Concrete f' = 20.7MPA. Modular ratio, n = 9. Assume full shoring and fullcomposite action.Properties of W530 x 101А 3 12,900тт?d = 537mmW = 101.4kg/mIx = 617 x 106 mm²a. Determine the moment of inertia at the neutral axis.2100 mm150 mmW 530 x 101b. Determine the resisting moment for the crosssection shown.c. Determine the uniformly distributed load whichexcludes the weight of the steel beam and the concrete slab that the beam couldsupport if it has a simple span of 6m.

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A composite section having an effective width of flange of 210 of 150mm is shown in the figure. The steel beam is a W530 x 1 250MPA. Concrete f. = 20.7MPA. Modular ratio, n = 9. As composite action. Properties of W530 x 101 A = 12,900mm² d = 537mm

A composite section having an effective width of flange of 210 of 150mm is shown in the figure. The steel beam is a W530 x 1 250MPA. Concrete f. = 20.7MPA. Modular ratio, n = 9. As composite action. Properties of W530 x 101 A = 12,900mm² d = 537mm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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