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Rationale for simplifying the strength formulae for the design of multi row bolted connections failing in net tension

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Figure

Table 1. Minimum requirements for bolted connection geometries for multi-row configurations without bolt stagger
Figure 2. Ratios of experimental strength with predict net tension strength for multi-row bolted connections using the  longitudinal material test results from Hassan et al
Figure 3. Illustrations of different connection configurations for how distances e3 and e4 are to be defined when the bolted connection has two or three rows of bolts (reproduced from [3])
Figure 4.  Multi-row bolted joint with minimum geometric ratios and single bolt (n = 1) across the effective width w
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