Steel Column2
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7/31/2019 Steel Column2
1/5
Axial Load = kN
Moment = kN-m
E = MPa
Fy = MPa
c = mm
L = mm
fa =
fa =
1
2
3
Area total mm2
mm
mm
Ix mm4
Iy mm4
rx =
ry =
r =
Type of Col =
K =
Cc =
KL
r
Fa =
Fa =
/
DESIGN OF BEAM /
BEAM XXXX
88.6291831
-46.52392
Failed
ROBERTO P. BERNARDO
200000
414
97.6516752
= 0 Short Column
1.66666667
1
6375
/
500
300
0.5
54.08
255
255
1331822916.67
20
287.5
2772916670
526933594
3300000
3745312.5
277291666.7
527265625
600 550
25
25
300
y from bot
y from top
Area x d
79687.5
d
287.5
11000
6375
300
587.5
0
Area y from bot
12.5
Area x d2
526933594
Igx
332031.25
Igy
34544531.3
366666.667
34544531.3
Igx + Ad2
527265625
236.81
242.90
Fixed-Fixed
332031.25
300
300
69455729.17
23750
Designed by : Checked by :
Date :
Page No. :
Drawing No. :
Description :
Project :
CODES Consultants, Inc.CONSULTING ENGINEERS * PLANNERS * PROJECT
MANAGERS
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7/31/2019 Steel Column2
2/5
/
DESIGN OF BEAM /
BEAM XXXX
ROBERTO P. BERNARDO /
Designed by : Checked by :
Date :
Page No. :
Drawing No. :
Description :
Project :
CODES Consultants, Inc.CONSULTING ENGINEERS * PLANNERS * PROJECT
MANAGERS
-
7/31/2019 Steel Column2
3/5
/
DESIGN OF BEAM /
BEAM XXXX
ROBERTO P. BERNARDO /
Designed by : Checked by :
Date :
Page No. :
Drawing No. :
Description :
Project :
CODES Consultants, Inc.CONSULTING ENGINEERS * PLANNERS * PROJECT
MANAGERS
-
7/31/2019 Steel Column2
4/5
/
DESIGN OF BEAM /
BEAM XXXX
ROBERTO P. BERNARDO /
Designed by : Checked by :
Date :
Page No. :
Drawing No. :
Description :
Project :
CODES Consultants, Inc.CONSULTING ENGINEERS * PLANNERS * PROJECT
MANAGERS
-
7/31/2019 Steel Column2
5/5
/
DESIGN OF BEAM /
BEAM XXXX
ROBERTO P. BERNARDO /
Designed by : Checked by :
Date :
Page No. :
Drawing No. :
Description :
Project :
CODES Consultants, Inc.CONSULTING ENGINEERS * PLANNERS * PROJECT
MANAGERS
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