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. 2021 Oct 14;14(20):6090. doi: 10.3390/ma14206090

Figure 13.

Figure 13

Proportion of the individual components of shear capacity of beams in the following series: (a) C-II-WS78.5 pursuant to fib Model Code 2010; (b) C-II-WS78.5 pursuant to RILEM TC 162-TDF 2003; (c) C-II-WB5 pursuant to fib Model Code 2010; (d) C-II-WB5 pursuant to RILEM TC 162-TDF 2003.