DETERMINE THE CENTROIDAL MOMENT OF INERTIA OF THE BUILT-UP SECTION SHOWN USING A STEEL PLATE 1"X16" AND C-12X25 STEEL SECTION WELDED TOGETHER. REFER TO THE TABLLE BELOW FOR THE PROPERTIES 12 EDL SM Nomenciature ASC Manual Label C15X50 Type 14.7 15.0 3.72 8716 0.799 404 11.0 C1SK40 C15X40 C15X339 C1200 118 150 3,52 3.52 0520 0.400 0660 0.778 0.780 348 315 9.17 .07 C15K33.9 10.0 15.0 120 12.0 3.40 0.650 C1230 C12X25 C12207 8.81 7.34 3.17 0510 0.387 0.282 0.501 0.674 162 C1228 C12207 3.05 204 5.12 445 0.501 0.674 144 00 12.0 0.501 129 3.05 1. Determine Ixx (Centroidal) Not in the choices [Select] 1987.6 2. Determine lyy (Centroidal) 1642.67 Not in the choices 1612.7 1752.5
DETERMINE THE CENTROIDAL MOMENT OF INERTIA OF THE BUILT-UP SECTION SHOWN USING A STEEL PLATE 1"X16" AND C-12X25 STEEL SECTION WELDED TOGETHER. REFER TO THE TABLLE BELOW FOR THE PROPERTIES 12 EDL SM Nomenciature ASC Manual Label C15X50 Type 14.7 15.0 3.72 8716 0.799 404 11.0 C1SK40 C15X40 C15X339 C1200 118 150 3,52 3.52 0520 0.400 0660 0.778 0.780 348 315 9.17 .07 C15K33.9 10.0 15.0 120 12.0 3.40 0.650 C1230 C12X25 C12207 8.81 7.34 3.17 0510 0.387 0.282 0.501 0.674 162 C1228 C12207 3.05 204 5.12 445 0.501 0.674 144 00 12.0 0.501 129 3.05 1. Determine Ixx (Centroidal) Not in the choices [Select] 1987.6 2. Determine lyy (Centroidal) 1642.67 Not in the choices 1612.7 1752.5
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![DETERMINE THE CENTROIDAL MOMENT OF INERTIA OF THE BUILT-UP
SECTION SHOWN USING A STEEL PLATE 1"X16" AND C-12X25 STEEL SECTION
WELDED TOGETHER. REFER TO THE TABLLE BELOW FOR THE PROPERTIES
12
Type EDSM Nomenciature AISC Manual Label
C15X50
14.7
3.72
3.52
3.40
15.0
8716
0.799
404
11.0
17
C1SK40
C15X40
118
10.0
150
0520
0.400
0510
0650
0.650
0.501
0.501
0.501
0.778
348
315
C15K339
15.0
120
0.788
.07
C1200
C12X25
C12207
C1200
8.01
7.34
3.17
0.674
162
5.12
C1228
C12207
12.0
3.05
234
0.674
144
445
12.0
0.282
129
3.05
1. Determine Ixx (Centroidal) Not in the choices
[Select]
1987.6
2. Determine lyy (Centroidal) 1642.67
Not in the choices
1612.7
1752.5](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F16decee3-19c2-46ba-9f4f-d13712fbb5fb%2Fcfacfa4b-a695-4059-8e4c-5d152c8dad2b%2Flaqgyv_processed.jpeg&w=3840&q=75)
Transcribed Image Text:DETERMINE THE CENTROIDAL MOMENT OF INERTIA OF THE BUILT-UP
SECTION SHOWN USING A STEEL PLATE 1"X16" AND C-12X25 STEEL SECTION
WELDED TOGETHER. REFER TO THE TABLLE BELOW FOR THE PROPERTIES
12
Type EDSM Nomenciature AISC Manual Label
C15X50
14.7
3.72
3.52
3.40
15.0
8716
0.799
404
11.0
17
C1SK40
C15X40
118
10.0
150
0520
0.400
0510
0650
0.650
0.501
0.501
0.501
0.778
348
315
C15K339
15.0
120
0.788
.07
C1200
C12X25
C12207
C1200
8.01
7.34
3.17
0.674
162
5.12
C1228
C12207
12.0
3.05
234
0.674
144
445
12.0
0.282
129
3.05
1. Determine Ixx (Centroidal) Not in the choices
[Select]
1987.6
2. Determine lyy (Centroidal) 1642.67
Not in the choices
1612.7
1752.5
![DETERMINE THE CENTROIDAL MOMENT OF INERTIA OF THE BUILT-UP
SECTION SHOWN USING A STEEL PLATE 1"X16" AND C-12X25 STEEL SECTION
WELDED TOGETHER. REFER TO THE TABLLE BELOW FOR THE PROPERTIES
Type EDLSMNon
ere ASC Manual Label
C15K50
Dr
3.72
147
15.0
15.0
0550
0799
404
C1SX40
CIS9
110
.17
0.520
0.778
348
C.
C1S3
315
07
C.
[ Select ]
832.5
0.574
102
5.12
C1225
C12207
C1225
144
445
C1200.7
S
129
1.00
Not in the choices
1012.27
1. Determine Ixx (Centroidal)
958.77
784.98
2. Determine lyy (Centroidal) Select ]](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F16decee3-19c2-46ba-9f4f-d13712fbb5fb%2Fcfacfa4b-a695-4059-8e4c-5d152c8dad2b%2Fd4rzmzt_processed.jpeg&w=3840&q=75)
Transcribed Image Text:DETERMINE THE CENTROIDAL MOMENT OF INERTIA OF THE BUILT-UP
SECTION SHOWN USING A STEEL PLATE 1"X16" AND C-12X25 STEEL SECTION
WELDED TOGETHER. REFER TO THE TABLLE BELOW FOR THE PROPERTIES
Type EDLSMNon
ere ASC Manual Label
C15K50
Dr
3.72
147
15.0
15.0
0550
0799
404
C1SX40
CIS9
110
.17
0.520
0.778
348
C.
C1S3
315
07
C.
[ Select ]
832.5
0.574
102
5.12
C1225
C12207
C1225
144
445
C1200.7
S
129
1.00
Not in the choices
1012.27
1. Determine Ixx (Centroidal)
958.77
784.98
2. Determine lyy (Centroidal) Select ]
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