hear and flexure only is reinforcnd as follows: TOP BARS BOTTOM BARS @ MIDSPAN 2-016 mm 3-016 mm @ FACE OF SUPPORTS 5-016 mm 2-016 mm Given Stirrup diameter, dg- 10 mm Concrete fe21 MPa Steel rebar fy- 415 MPa Stirrup fy 275 MPa Beam size b xh 250 mm x 450 mm Ssume all bars laid out in single layer. lculate the following: aile steel ratio in positive bending at midspan = (in 5 decimal places) kN-m (nearest whole number) Moment strength of section at midspan for positive bending = al Moment strength of section at face of support for negative bending = kN-m (nearest whole number)

hear and flexure only is reinforcnd as follows: TOP BARS BOTTOM BARS @ MIDSPAN 2-016 mm 3-016 mm @ FACE OF SUPPORTS 5-016 mm 2-016 mm Given Stirrup diameter, dg- 10 mm Concrete fe21 MPa Steel rebar fy- 415 MPa Stirrup fy 275 MPa Beam size b xh 250 mm x 450 mm Ssume all bars laid out in single layer. lculate the following: aile steel ratio in positive bending at midspan = (in 5 decimal places) kN-m (nearest whole number) Moment strength of section at midspan for positive bending = al Moment strength of section at face of support for negative bending = kN-m (nearest whole number)

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.6.3P

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