C9 x 20 PL늘X 12 KL = 6.5 m · W8 × 21 F, = 290 MPa MC 13 x 50 F, = 345 MPa |KL = 4.8 m (a) (b)
C9 x 20 PL늘X 12 KL = 6.5 m · W8 × 21 F, = 290 MPa MC 13 x 50 F, = 345 MPa |KL = 4.8 m (a) (b)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the LRFD design strength and ASD allowable strength of the following built-up columns:
Transcribed Image Text:C9 x 20
PL늘X 12
KL = 6.5 m
· W8 × 21
F, = 290 MPa
MC 13 x 50
F, = 345 MPa
|KL = 4.8 m
(a)
(b)
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