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Type of failure tention member

written 7.1 years ago by teamques10 ★ 70k

modified 4.0 years ago by krithikkm200 • 10

design and drawing of steel structures

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written 7.1 years ago by teamques10 ★ 70k

design strength of member under axial tention shall be least due to yielding of the section or rupture of net section or failure due of block shear

gross section yielding:- Considerable deformation of the member in longitudinal direction may take place before fracture making the structure unrevisable

cross excess elongation

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