The built up beam in (figure 1) is subjected to an internal moment of m 60kn m
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DOI: 10.1016/J.JCSR.2016.06.023 Corpus ID: 113427151. Failure modes of bolt and nut assemblies under tensile loading @article{Grimsmo2016FailureMO, title={Failure modes of bolt and nut assemblies under tensile loading}, author={Erik L{\o}hre Grimsmo and A. Aalberg and M. Langseth and A. H. Clausen}, journal={Journal of Constructional Steel Research}, year={2016}, volume={126}, pages={15-25} }
Figure 1. (a) Subcomponent self-assembly of BODIPY-based M II 4 L 6 cages 1–4 and encapsulation of fullerenes. Schematic structure (upper middle) indicates possible alignment of BODIPY transition dipoles (arrows). Cooperative alignment (circled) maximizes the transition dipole moment but also generates a high-energy state.