+„blackboard.com/ultra/courses/_96287_1/cl/outlineQuestion Completion Status:48910A two span beam subjected to shear and flexure only is reinforced as follows:SECTION@ MIDSPAN@ FACE OFSUPPORTSTOP BARS2-020 mm5-Ø20 mmBOTTOMBARS3-020 mm2-020 mmGiven:Stirrup diameter, ds = 10 mmConcrete fc = 21 MPaSteel rebar= 415 MPaStirrup fy = 275 MPa%3DBeam size b xh = 270 mm x 450 mmAssume all bars laid out in single layer.Calculate the following:Tensile steel ratio in positive bending at midspan =(in 5 decimal places)kN m (nearest wholeDesign Moment strength of section at midspan for positive bending =32°C Light rain ^O O G ) ENG 1:42 pmロ ard.com/ultra/courses/_96287_ 1/cl/outlineQuestion Completion Status:45.7.910Stirrup diameter, ds = 10 mmConcrete fc = 21 MPaSteel rebar fy = 415 MPaStirrup fy = 275 MPa%3DBeam size b xh = 270 mm x 450 mmAssume 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 pošitive bending =kN m (nearest wholenumber)Nominal Moment strength of section at face of support for negative bending =kN m(nearest whole number)Moving to and

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A two span beam subjected to shear and flexure only is reinforced as follows: @ FACE OF SUPPORTS SECTION @ MIDSPAN TOP BARS 2-020 mm 5-020 mm BOTTOM 3-020 mm 2-020 mm BARS Given: Stirrup diameter, ds = 10 mm Concrete fc = 21 MPa Steel rebar fy = 415 MPa Stirrup fy = 275 MPa Beam size b xh 270 mm x 450 mm Assume all bars laid out in single layer. Calculate the following:

A two span beam subjected to shear and flexure only is reinforced as follows: @ FACE OF SUPPORTS SECTION @ MIDSPAN TOP BARS 2-020 mm 5-020 mm BOTTOM 3-020 mm 2-020 mm BARS Given: Stirrup diameter, ds = 10 mm Concrete fc = 21 MPa Steel rebar fy = 415 MPa Stirrup fy = 275 MPa Beam size b xh 270 mm x 450 mm Assume all bars laid out in single layer. Calculate the following:

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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