Steel Design - Tension member design to SANS 10162-1 - SD424

Richard Walls
Richard Walls
12 هزار بار بازدید - 7 سال پیش - Worked example for calculating the
Worked example for calculating the tensile capacity of a steel angle, according to SANS 10162-1. Issues specifically addressed include gross section failure, net and effective net area failure, shear block failure, and tension failure along a diagonal. [NOTE: At https://www.seevid.ir/fa/w/ce300yeA_4I a mistake has been made with copying the value of A'ne. The calculations and final answer are correct, but the value of 4569mm2 should be replaced with 3655mm2 in the equation to calculate Tr. The final value of 1314kN is correct]. Part of the SD424 Structural Design module at Stellenbosch University Department of Civil engineering
7 سال پیش در تاریخ 1396/12/01 منتشر شده است.
12,004 بـار بازدید شده
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