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Steel Design Test 2
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  • Question 1/4
    1 / -0
    The IS 800:2007 says that the effective slenderness ratio of the laced built-up column is to be increased by a factor X to that of the maximum slenderness ratio of the column. Let Y be the reason for doing this. Which of the following is correct?
  • Question 2/4
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    Consider the following two statements:

    Statement I: A semi-compact section cannot reach yield stress.

    Statement II: A semi-compact section cannot develop plastic moment of resistance.

    Which of the following is CORRECT?
  • Question 3/4
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    A beam column for a non-sway column in a building frame is subjected to a factored axial load of 500 kN, factored moment at bottom of column of 45 kNm. For ISHB 200, the values are A = 4750 mm2, γy = 45.1, h = 200 mm, b = 200 mm, bf = 9 mm and the effective length is 0.8 L. Its buckling load will be
  • Question 4/4
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    An I-section beam is fabricated with plates having an elastic section modulus of 200 × 10-5 m3. If the laterally unsupported steel beam is classified as a semi-compact section, then the design plastic moment capacity of the beam considering Fe 410 grade of steel and the partial safety factor of material as 1.1 will be ____ kNm. (Use Bending stress reduction factor (XLT= 1.0) 
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