Given Beam Data: Slab Thickness, t=175 mm Effective Depth, d = 300 mm Width of web, bw=250 mm Material Properties Concrete, fe 24 MPa Steel, fy=415 Mpa The concrete slab has an equivalent width of 600 mm and casted monolithically with the beam. Assume that the steel bars will be distributed in one layer only and use 2010 NSCP. a) Determine the balanced steel ratio of the section in positive bending b) Determine the maximum steel ratio for the beam in positive bending for failure in tension c) If the slab has a thickness of 100 mm and the equivalent width of the concrete flange from the slab is 1200 mm, determine the balanced steel ratio of the section for positive bending d) Determine the steel ratio if the section is used for negative bending

Given Beam Data: Slab Thickness, t=175 mm Effective Depth, d = 300 mm Width of web, bw=250 mm Material Properties Concrete, fe 24 MPa Steel, fy=415 Mpa The concrete slab has an equivalent width of 600 mm and casted monolithically with the beam. Assume that the steel bars will be distributed in one layer only and use 2010 NSCP. a) Determine the balanced steel ratio of the section in positive bending b) Determine the maximum steel ratio for the beam in positive bending for failure in tension c) If the slab has a thickness of 100 mm and the equivalent width of the concrete flange from the slab is 1200 mm, determine the balanced steel ratio of the section for positive bending d) Determine the steel ratio if the section is used for negative bending

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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