In-plane bending of beams - The Behaviour and Design of Steel Structures to EC3 - page 225

5.13.3 Example 21 - shear stresses
Determine the shear stress distribution caused by a vertical shear force of 500 kN
in the section shown in Figure 5.45c.
5.13.4 Example 22 - shear centre
Determine the position of the shear centre of the section shown in Figure 5.45c.
5.13.5 Example 23 - shear centre of a box section
Determinetheshearflowdistributioncausedbyahorizontalshearforceof2000kN
in the box section shown in Figure 5.45b, and determine the position of its shear
centre.
5.13.6 Example 24 - plastic moment of a monosymmetric
I-section
Determine the fully plastic moment and the shape factor of the monosymmetric
I-beam shown in Figure 5.45d if the yield stress is 265 N/mm 2 .
5.13.7 Example 25 - elastic design
Determine a suitable hot-rolled I-section member of S275 steel for the propped
cantilever shown in Figure 5.45e by using the elastic method of design.
5.13.8 Example 26 - plastic collapse analysis
Determine the plastic collapse mechanism of the propped cantilever shown in
Figure 5.45e.
5.13.9 Example 27 - plastic design
Usetheplasticdesignmethodtodetermineasuitablehot-rolledI-sectionofS275
steel for the propped cantilever shown in Figure 5.45e.
References
1. Popov, E.P. (1968) Introduction to Mechanics of Solids , Prentice-Hall, Englewood
Cliffs, New Jersey.
2. Hall,A.S.(1984) An Introduction to the Mechanics of Solids ,2ndedition,JohnWiley,
Sydney.
3. Pippard, A.J.S. and Baker, J.F. (1968) The Analysis of Engineering Structures ,
4th edition, EdwardArnold, London.