2. An isolated T-beam is composed of a flange 700 mm wide and 175 mm deep cast monolithically with a web 250 mm width that extends 600 mm below the bottom surface of the flange to produce a beam of 750 mm depth. Tensile reinforcement consists of 6-32 mm Ø bars placed in two horizontal rows. The centroid of the bar group is 650 mm from the top of the beam. It has been determined that the concrete has a strength of 21 MPa and that the yield stress of the steel is 415 MPa. Determine the following: a. Depth of compressive block b. Compression strength of the web Design moment capacity of the beam C.
2. An isolated T-beam is composed of a flange 700 mm wide and 175 mm deep cast monolithically with a web 250 mm width that extends 600 mm below the bottom surface of the flange to produce a beam of 750 mm depth. Tensile reinforcement consists of 6-32 mm Ø bars placed in two horizontal rows. The centroid of the bar group is 650 mm from the top of the beam. It has been determined that the concrete has a strength of 21 MPa and that the yield stress of the steel is 415 MPa. Determine the following: a. Depth of compressive block b. Compression strength of the web Design moment capacity of the beam C.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:2. An isolated T-beam is composed of a flange 700 mm wide and 175 mm deep cast monolithically with a web 250 mm
width that extends 600 mm below the bottom surface of the flange to produce a beam of 750 mm depth. Tensile
reinforcement consists of 6-32 mm Ø bars placed in two horizontal rows. The centroid of the bar group is 650 mm from
the top of the beam. It has been determined that the concrete has a strength of 21 MPa and that the yield stress of the
steel is 415 MPa. Determine the following:
a. Depth of compressive block
b. Compression strength of the web
Design moment capacity of the beam
C.
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