Situation 4Determine the following:1. Determine the area2. Determine the centroid with respect to the x-axis.3. Determine the moment of inertia with respect to the centroidal x' axis.1.3 in.-1.0 in.-0.412 in.5.3 in.0.5 in.2.25 in.3.6 in.-0.5 in.4.

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Determine the following: 1. Determine the area 2. Determine the centroid with respect to the x-axis. 3. Determine the mornent of inertia with respect to the centroidal x' axis. 1.3 in.- 1.0 in. -0.412 in. 5.3 in. C 4. -0.5 in. 2.25 in. 3.6 in.- 0.5 in.

Determine the following: 1. Determine the area 2. Determine the centroid with respect to the x-axis. 3. Determine the mornent of inertia with respect to the centroidal x' axis. 1.3 in.- 1.0 in. -0.412 in. 5.3 in. C 4. -0.5 in. 2.25 in. 3.6 in.- 0.5 in.

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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Coordinate Geometry of Survey

Coordinate geometry (COGO) is a method of inserting surveying or engineering data into geographic information system (GIS), computer-aided design (CAD), or mapping software. These data can be collected on the proposed construction site using standard surveying techniques and instrumentation or may be taken from existing maps, engineering plans, drawings, or records. Data gathered on the site includes coordinates of points, bearings, and distances between points. The data are noticed and noted through conventional surveying procedures, like a traverse or layout measurement series and it can be either digital or non-digital. The maps and plans are inclusive of boundaries, divisions, and other components, and these features are shown with coordinate values, the lengths, offset distance, and bearings between them.

Question

Situation 4
Determine the following:
1. Determine the area
2. Determine the centroid with respect to the x-axis.
3. Determine the moment of inertia with respect to the centroidal x' axis.
1.3 in.-
1.0 in.
-0.412 in.
5.3 in.
0.5 in.
2.25 in.
3.6 in.-
0.5 in.
4.

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