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 EDI_Std_Nomenciature AISC_Manual_Label C15X50 C15X50 14.7 15.0 3.72 0.716 0.650 0.799 404 11.0 C15X40 C15X40 11.8 15.0 3.52 0.520 0.650 0.778 348 9.17 C15X33.9 C15X33.9 10.0 15.0 3.40 0.400 0.650 0.788 315 8.07 C12X30 C12X30 8.81 12.0 3.17 0.510 0.501 0.674 162 5.12 C12(25 0.387 0.282 734 12.0 3.05 0.501 C12X25 C12X20.7 0.674 144 4.45 C1220.7 6.08 12.0 294 0.501 0.698 129 3.96 1. Determine Ix (Centroidal) (Select] 2. Determine lyy (Centroidal) [Select ] > >
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 EDI_Std_Nomenciature AISC_Manual_Label C15X50 C15X50 14.7 15.0 3.72 0.716 0.650 0.799 404 11.0 C15X40 C15X40 11.8 15.0 3.52 0.520 0.650 0.778 348 9.17 C15X33.9 C15X33.9 10.0 15.0 3.40 0.400 0.650 0.788 315 8.07 C12X30 C12X30 8.81 12.0 3.17 0.510 0.501 0.674 162 5.12 C12(25 0.387 0.282 734 12.0 3.05 0.501 C12X25 C12X20.7 0.674 144 4.45 C1220.7 6.08 12.0 294 0.501 0.698 129 3.96 1. Determine Ix (Centroidal) (Select] 2. Determine lyy (Centroidal) [Select ] > >
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 EDI_Std_Nomenciature AISC_Manual_Label
C15X50
C15X50
C15X40
C15X33.9
14.7
15.0
3.72
0.716
0.650
0.799
0.778
404
11.0
C15X40
11.8
15.0
3.52
0.520
0.650
348
9.17
C15X33.9
10.0
15.0
3.40
0.400
0.650
0.788
315
8.07
0.674
0.674
C12X30
C12X30
8.01
12.0
3.17
0.510
0.501
162
5.12
C12X25
C12X20.7
C12x25
C12X20.7
7.34
12.0
3.05
0.307
0.501
144
4.45
6.08
12.0
2.94
0.282
0.501
0.698
129
3.96
1. Determine Ixx (Centroidal) (Select ]
2. Determine lyy (Centroidal) [ Select ]
>
>](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F58773f4c-01df-4780-b337-cdb16db541cc%2F67860d61-76e0-4ed3-9970-3e7ca1ecf206%2Fm2pot0l_processed.png&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 EDI_Std_Nomenciature AISC_Manual_Label
C15X50
C15X50
C15X40
C15X33.9
14.7
15.0
3.72
0.716
0.650
0.799
0.778
404
11.0
C15X40
11.8
15.0
3.52
0.520
0.650
348
9.17
C15X33.9
10.0
15.0
3.40
0.400
0.650
0.788
315
8.07
0.674
0.674
C12X30
C12X30
8.01
12.0
3.17
0.510
0.501
162
5.12
C12X25
C12X20.7
C12x25
C12X20.7
7.34
12.0
3.05
0.307
0.501
144
4.45
6.08
12.0
2.94
0.282
0.501
0.698
129
3.96
1. Determine Ixx (Centroidal) (Select ]
2. Determine lyy (Centroidal) [ Select ]
>
>
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