Research Article

Flexural Design and Analysis of Composite Beams with Inverted-T Steel Girder with Ultrahigh Performance Concrete Slab

Figure 2

Sectional dimensions and details of test members (unit: mm). (a) Overall dimensions of composite beam members; (b) original 120 MPa and 150 MPa test members; (c) modified 120 MPa and 150 MPa test members; (d) 180 MPa test members; (e) details of studs for 120 MPa and 150 MPa members (left) and for 180 MPa members (right).
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