4. An isolated T-beam is composed of a flange 700 mm wide and 150 mm deep poured monolithically with a web of 250 mm width which extends 600 mm below the bottom surface of the flange to produce a beam of 750 mm in total depth, h. If the effective depth, d is 650 mm, determine the required area of tensile reinforcement using fc' = 21 MPa and fy = 415 MPa. Design factored moment is 800 kN-m. (a) 2903 sqmm (b) 3725 sqmm (c) 3632 sqmm (d) 3673 sqmm (e) 1535 sqmm.
4. An isolated T-beam is composed of a flange 700 mm wide and 150 mm deep poured monolithically with a web of 250 mm width which extends 600 mm below the bottom surface of the flange to produce a beam of 750 mm in total depth, h. If the effective depth, d is 650 mm, determine the required area of tensile reinforcement using fc' = 21 MPa and fy = 415 MPa. Design factored moment is 800 kN-m. (a) 2903 sqmm (b) 3725 sqmm (c) 3632 sqmm (d) 3673 sqmm (e) 1535 sqmm.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:4. An isolated T-beam is composed of a flange 700 mm wide and 150 mm
deep poured monolithically with a web of 250 mm width which extends
600 mm below the bottom surface of the flange to produce a beam of
750 mm in total depth, h. If the effective depth, d is 650 mm, determine
the required area of tensile reinforcement using fc' = 21 MPa and fy = 415
MPa. Design factored moment is 800 kN-m.
(a) 2903 sqmm (b) 3725 sqmm (c) 3632 sqmm (d) 3673 sqmm (e)
1535 sqmm.
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