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 ED Std_Nomenciature AISC_Manual Label P. 15.0 0 799 C15X50 C15X40 0.650 0650 0.650 0501 C15X50 14.7 3.72 3.52 3.40 0.716 0520 0 400 C15X40 11.8 150 15.0 120 0778 C15X33.9 C15X33.9 10.0 0.788 C12X30 C12X30 881 3.17 0510 0.674 3.05 0.387 0.501 C12x25 C12X20.7 120 120 0.674 0698 C12X25 7.34 C1220.7 5.08 294 0282 0501 .... 1. Determine Ixx (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 Type ED Std_Nomenciature AISC_Manual Label P. 15.0 0 799 C15X50 C15X40 0.650 0650 0.650 0501 C15X50 14.7 3.72 3.52 3.40 0.716 0520 0 400 C15X40 11.8 150 15.0 120 0778 C15X33.9 C15X33.9 10.0 0.788 C12X30 C12X30 881 3.17 0510 0.674 3.05 0.387 0.501 C12x25 C12X20.7 120 120 0.674 0698 C12X25 7.34 C1220.7 5.08 294 0282 0501 .... 1. Determine Ixx (Centroidal) (Select] 2. Determine lyy (Centroidal) [Select]
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
100%
SUBJECT: static of rigid bodies
1.lxx(centroidal) choices
a. 1642.67
b. 1752.5
c. 1987.6
d. 1612.7
2. Lyy(centroidal) choices
a. 784.98
b. 832.5
c. 1012.27
d. 958.77
![New Tab
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
EDL Std_Nomenclature AISC_ Manual Label
C15X50
C15X40
Type
A
15.0
15.0
Dr
3.72
3.52
0650
0 650
0799
0 778
C15X50
14.7
0.716
0 520
0 400
C15X40
11.8
10.0
15.0
3.40
0.650
0.788
C15X33.9
C12X30
C12X25
C15K33.9
0 510
0387
0.282
0.674
0.674
0698
C12X30
B81
120
3.17
0.501
7.34
508
12.0
3.05
C12x25
C12X20.7
C.
C12207
120
294
0501
1. Determine Ixx (Centroidal) [Select]
2. Determine lyy (Centroidal) Select]
31°C Li](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb75cb502-468f-4499-8ec6-1a13551d6d86%2Fd55a438e-aa82-4ca1-a1a7-cd1a36c0a3f5%2Fgkut7rk_processed.jpeg&w=3840&q=75)
Transcribed Image Text:New Tab
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
EDL Std_Nomenclature AISC_ Manual Label
C15X50
C15X40
Type
A
15.0
15.0
Dr
3.72
3.52
0650
0 650
0799
0 778
C15X50
14.7
0.716
0 520
0 400
C15X40
11.8
10.0
15.0
3.40
0.650
0.788
C15X33.9
C12X30
C12X25
C15K33.9
0 510
0387
0.282
0.674
0.674
0698
C12X30
B81
120
3.17
0.501
7.34
508
12.0
3.05
C12x25
C12X20.7
C.
C12207
120
294
0501
1. Determine Ixx (Centroidal) [Select]
2. Determine lyy (Centroidal) Select]
31°C Li
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