Question (3). Design Exercise (Selecting initial dimensions) A steel cross section of a bridge deck is shown in Figure 3. The cross section is subjected to a maximum bending moment of 43810 kNm. The length L is 4m. Available plate thicknesses (t) are 20 mm, 22 mm and 25 mm. The yield strength () is 355 MPa. Determine the initial dimensions of b and Cw, which can be used for detailed design of the bridge deck. Assume failure of the cross section mainly governs by in-plane bending. State all other assumptions made during this calculations. 44 60° L 2b MO

Structural Analysis
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Question (3). Design Exercise (Selecting initial dimensions)
A steel cross section of a bridge deck is shown in Figure 3. The cross section is subjected
to a maximum bending moment of 43810 kNm. The length L is 4m. Available plate
thicknesses (t) are 20 mm, 22 mm and 25 mm. The yield strength () is 355 MPa.
Determine the initial dimensions of b and Cw, which can be used for detailed design of
the bridge deck. Assume failure of the cross section mainly governs by in-plane
bending. State all other assumptions made during this calculations.
60°
2b
Ma
Transcribed Image Text:Question (3). Design Exercise (Selecting initial dimensions) A steel cross section of a bridge deck is shown in Figure 3. The cross section is subjected to a maximum bending moment of 43810 kNm. The length L is 4m. Available plate thicknesses (t) are 20 mm, 22 mm and 25 mm. The yield strength () is 355 MPa. Determine the initial dimensions of b and Cw, which can be used for detailed design of the bridge deck. Assume failure of the cross section mainly governs by in-plane bending. State all other assumptions made during this calculations. 60° 2b Ma
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