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Engineering, 11.04.2020 01:34 ADKREBS

18-09
A- CHECK A (W6x9) STEEL SECTION FOR
COLUMNS OF THE STRUCTURE SHOWN.
K=1.0
Worc =1.5K/F
d=5 7/8"
(W12x26) BEAM
(W6x9) COL. (W6x9) COL
-FINISH FLOOR
---
W6x9
A = 2.68 in2
rx= 2.41 in
ry= 0.905 in
B-CAN COLUMNS BE REPLACED WITH A (6x6 D. F. #1)
WOOD SECTION?


18-09 A- CHECK A (W6x9) STEEL SECTION FOR COLUMNS OF THE STRUCTURE SHOWN. K=1.0 Worc =1.5K/F d=5 7/8

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18-09
A- CHECK A (W6x9) STEEL SECTION FOR
COLUMNS OF THE STRUCTURE SHOWN.
K=1.0
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