A 6 m long W530x101 column of grade 350W steel of a braced frame is shown below. The column is pinned supported at the t

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A 6 m long W530x101 column of grade 350W steel of a braced frame is shown below. The column is pinned supported at the t

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A 6 M Long W530x101 Column Of Grade 350w Steel Of A Braced Frame Is Shown Below The Column Is Pinned Supported At The T 1
A 6 M Long W530x101 Column Of Grade 350w Steel Of A Braced Frame Is Shown Below The Column Is Pinned Supported At The T 1 (68.83 KiB) Viewed 27 times
A 6 m long W530x101 column of grade 350W steel of a braced frame is shown below. The column is pinned supported at the top (A) and bottom (C), with the restraint GA=Gc= 10 in all directions. In the weak axis of the column, the column flanges and web are braced laterally at the mid-height (B). The column is subjected to a factored axial load of C = 1200 kN. Determine the largest factored moment (Me) about the strong axis of the column that can be applied at the top end of the column (C) according to S16-19. At the base (A), the factored moment is zero. © = 1200KN C,= 1200kN My 커 3m om ok B 3m
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