By Martin D.; James, Lim Heywood
Read Online or Download Steelwork Design Guide to BS 5950-1:2000: v.2: Worked Examples: Vol 2 PDF
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Additional resources for Steelwork Design Guide to BS 5950-1:2000: v.2: Worked Examples: Vol 2
Sample text
4 Sheet 5 of Deflections It is common for deflection to govern the design of beams subject to torsion. 5 kNm G= Created on 30 March 2011 This material is copyright - all rights reserved. 26 × 10 radians . 07 degrees 2 The large torsional stiffness of hollow sections results in small twists along the member. However there may be additional twist from the connections and the supporting structure. Adopt 250 x 150 x 8 RHS in S275 (Hot finished) 45 5 Rev Created on 30 March 2011 This material is copyright - all rights reserved.
Since the section is symmetrical and subject to pure bending, the neutral axis is at mid depth. For this case, the limiting d/t for a class 1 plastic web is 80ε. 6 Therefore, the web is class 1. The cross section is class 1 and is, therefore, suitable for plastic design. 5 of BS 5950-1:2000[1]. 3 < 70ε, so there is no need to check for shear buckling. 3 P326: Steelwork design guide to BS 5950-1:2000 Volume 2: Worked examples Discuss me ... 6 × 265 × 6744 × 10 = 1072 kN Fv = 570 kN 570 kN < 1072 kN Therefore, the shear capacity is adequate.
0 m. Created on 30 March 2011 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence Agreement To resist torsion, it is generally better to use a UC section rather than a UB. 0 m. However, to allow for torsion, the next serial size up will be selected as the trial section. 2 Table 11 plastic flange is 9ε. 18 Therefore, the flange is class 1. 35 P326: Steelwork design guide to BS 5950-1:2000 Volume 2: Worked examples Discuss me ...