4. Given the following properties of T-beam Effective flange width (b).......1200 mm Width if the web (bw)........... 300 mm Effective depth...... 550 mm Flange thickness (t)... 115 mm Concrete compressive strength... 23 MPa Steel yield strength...... 414 MPa As... ... 7,500 mm² a) Does the beam real T-beam (a> t) or false T-beam(a
4. Given the following properties of T-beam Effective flange width (b).......1200 mm Width if the web (bw)........... 300 mm Effective depth...... 550 mm Flange thickness (t)... 115 mm Concrete compressive strength... 23 MPa Steel yield strength...... 414 MPa As... ... 7,500 mm² a) Does the beam real T-beam (a> t) or false T-beam(a
Chapter2: Loads On Structures
Section: Chapter Questions
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
Transcribed Image Text:4. Given the following properties of T-beam
Effective flange width (b)..
1200 mm
300 mm
Width if the web (bw).
Effective depth..
550 mm
Flange thickness (t)
115 mm
Concrete compressive strength.
Steel yield strength.
As..
23 MPa
.414 MPa
7,500 mm²
a) Does the beam real T-beam (a> t) or false T-beam(a <t)?
b) What is the depth of the compression block?
c) Compute for the centroid of the compression block (from top)
d) If the beam is needed to carry a Mo = 400 kN (including its own weight) and ML = 500 kNm. Is the beam adequate to carry
the load?
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