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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)

Structural Analysis
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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Pabacboadcom Question Campletion Stutn MOD LE 4 A Movtng to another question will save this response Question 1 A hwo span beam subjected to shear and flexure only is reinforced as follows: @ MIDSPAN 2-016 mm 3-016 mm SECTION @ FACE OF SUPPORTS TOP BARS BOTTOM BARS 5-016 mm 2-016 mm Given: Stirrup diameter, dg - 10 mm Concrete fe=21 MPa Steel rebar fy 415 MPa Stirrup fy= 275 MPa Beam sizebxh=250 mm x 450 mm Assume all bars laid out in single layer. Calculate the following: Tensile steel ratio in positive bending at midspan = (in 5 decimal places) Design Moment strength of section at midspan for positive bending = kN-m (nearest whole number) kN m (nearest whole number) Nominal Moment strength of section at face of support for negative bending =
Transcribed Image Text:Pabacboadcom Question Campletion Stutn MOD LE 4 A Movtng to another question will save this response Question 1 A hwo span beam subjected to shear and flexure only is reinforced as follows: @ MIDSPAN 2-016 mm 3-016 mm SECTION @ FACE OF SUPPORTS TOP BARS BOTTOM BARS 5-016 mm 2-016 mm Given: Stirrup diameter, dg - 10 mm Concrete fe=21 MPa Steel rebar fy 415 MPa Stirrup fy= 275 MPa Beam sizebxh=250 mm x 450 mm Assume all bars laid out in single layer. Calculate the following: Tensile steel ratio in positive bending at midspan = (in 5 decimal places) Design Moment strength of section at midspan for positive bending = kN-m (nearest whole number) kN m (nearest whole number) Nominal Moment strength of section at face of support for negative bending =
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