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The document discusses yield line patterns and design procedures for hollow steel sections with two anchor bolts. Figures 48 through 54 show yield line patterns for channels anchored with two bolts. The recommended model does not assume the oblique lines intersect the bolt holes. The design procedure specifies calculating the nominal tensile strength as 0.9 times the yield strength times an effective cross-sectional area and strength reduction factor. The strength reduction factor is defined based on the se

Author

pawkom

Language

EN