DETERMINE THE CENTROIDAL MOMENT OF INERTIA OF THE BUILT-UP SECTION SHOWN USING A STEELPLATE 1"X16" AND C-12X25 STEEL SECTION WELDED TOGETHER. REFER TO THE TABLLE BELOW FOR THEPROPERTIES12"Type EDI_Std_Nomenciature AISC_Manual_LabelC15X50C15X50C15X40C15X33.914.715.03.720.7160.6500.7990.77840411.0C15X4011.815.03.520.5200.6503489.17C15X33.910.015.03.400.4000.6500.7883158.070.6740.674C12X30C12X308.0112.03.170.5100.5011625.12C12X25C12X20.7C12x25C12X20.77.3412.03.050.3070.5011444.456.0812.02.940.2820.5010.6981293.961. Determine Ixx (Centroidal) (Select ]2. Determine lyy (Centroidal) [ Select ]>>

Answered: Image /qna-images/answer/67860d61-76e0-4ed3-9970-3e7ca1ecf206.jpg

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 ] > >

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Measuring carpentry and miscellaneous items

The modification of planning and drawing of the construction project into the various descriptions and quantities to estimate the value, cost, and price of the project is known as measurement. The quantity supervisor produces the details of the quantities to the contractor or subcontractor to measure the cost of the work and determine the profit of the contractor or subcontractor. The measurement of the construction work depends on its type, usage, and stages in the project. In the early stage of the project, the details of the project depend on the general parameters. As the work starts, more information is searched and the details are dependent on the elemental estimates of the work.

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 ]
>
>

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