P b 제 1 C 이 B
Posted: Sun Jul 03, 2022 12:27 pm
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P b 제 1 C 이 B
HEA 300 section , BC=5.5 meters AC=5.0 meters P=15 q0=5Column and beam arenmade of S235 material.what is the maximum bending moment required strenght value for the beam of the frame system?Capacity by controlling the strenght of the given beam (required durability/ available durability)ratio calculate.See values in profil table for HEA300.
P b 제 1 C 이 B