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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