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Unformatted text preview: flange shape [ E = 200 GPa; I = 554 10 6 mm 4 ] is loaded and supported as shown. Determine: (a) the force and moment reactions at supports A and C. (b) the maximum bending stress in the beam. (c) the deflection of the beam at B . 11.52 A W250 32.7 structural steel [ E = 200 GPa] wide-flange shape is loaded and supported as shown. A uniformly distributed load of 16 kN/m is applied to the beam, causing the roller support at B to settle downward by 15 mm. Determine: (a) the reactions at supports A, B, and C. (b) the maximum bending stress in the beam. For practice 11.35 11.46 11.49 Note: If needed, the geometric properties of the steel shapes are found in Appendix B...
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This note was uploaded on 12/01/2009 for the course CIVE 207 taught by Professor Shao during the Winter '09 term at McGill.
- Winter '09