A project requires a specifically designed beam made from Grade 350 plate (fy = 350 MPa). The 'I' beam slenderness ratios have been checked and found that the flange slenderness is 17, and the web slenderness is 56. The elastic section modulus in the x axis is 2520 x 103 mm3 The plastic section modulus in the x axis is 2790 x 103 mm3 Determine the nominal Section Moment Capacity in kNm.
A project requires a specifically designed beam made from Grade 350 plate (fy = 350 MPa). The 'I' beam slenderness ratios have been checked and found that the flange slenderness is 17, and the web slenderness is 56. The elastic section modulus in the x axis is 2520 x 103 mm3 The plastic section modulus in the x axis is 2790 x 103 mm3 Determine the nominal Section Moment Capacity in kNm.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A project requires a specifically designed beam made from Grade 350 plate (fy = 350 MPa). The 'I' beam slenderness ratios have been checked and found that the flange slenderness is 17, and the web slenderness is 56.
The elastic section modulus in the x axis is 2520 x 103 mm3 The plastic section modulus in the x axis is 2790 x 103 mm3 Determine the nominal Section Moment Capacity in kNm.
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