e, PI Check the angle section in Tension given that: • Angle section 60x60x6 mm; • Single-bolt of diameter 12mm; • Steel
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e, PI Check the angle section in Tension given that: • Angle section 60x60x6 mm; • Single-bolt of diameter 12mm; • Steel
e, PI Check the angle section in Tension given that: • Angle section 60x60x6 mm; • Single-bolt of diameter 12mm; • Steel grade s275; • Applied force 75 kN = Ned. The figure indicates the arrangement of the bolts considered. = 45mm - 50 mm به او د 22 e = 30mm e₂ de = 18 mm (16+ 2)
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