+ wide plange w/ the pollowing properties A shown below is to be used as a column with an effective length of 8.5 m. in both aves. The column is to resist a service. the dead load that is 20% of that of service live bad use FY = 187 MPG . 1.2 U = D + 1-6L use ф =0.9 wide Flange properties A = 12000mm² ry= 110.82 mm S = 2335 x 1³ mm 3 ry = 65.19mm S = 817 x 16 mm ³ Cos
+ wide plange w/ the pollowing properties A shown below is to be used as a column with an effective length of 8.5 m. in both aves. The column is to resist a service. the dead load that is 20% of that of service live bad use FY = 187 MPG . 1.2 U = D + 1-6L use ф =0.9 wide Flange properties A = 12000mm² ry= 110.82 mm S = 2335 x 1³ mm 3 ry = 65.19mm S = 817 x 16 mm ³ Cos
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
1. Determine the critical bucklng stress of the column in MPa.
a.120.68 b.116.10 c.101.32 d.108.57
2. Determine the nominal axial load that the column can carry in kN/
a.1448.16 b.1393.20 c.1221.84 d.1302.84
3. Determine the service live load that can be applied in the column kN.
a.119.53 b.597.64 c.143.44 d.956.22
Answer:101.82, 1221.84,597.64
Transcribed Image Text:A wide plange w/ the following properties
shown below is to be used as a
column
with
an
effective length of 8.5 m. in
both aves. The column is to resist a service.
the
dead load that is 20% of that of
service live
live bad use FY = 187 MPa
use ф =0.9
wide Flange properties
A = 12000mm²
ry= 110.2 mm
= 2335 x 10³ mm 3
.
1.2
U = D + 1-6L
ry = 65.19mm
S = 817 x 16 mm ³
fojs
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