For the cross-section area shown below the centroid is identified by point (C), the area moment of inertia (I) in (x 103 mm4) about the x-axis passingthe centroid is equal to:R 25mm+40 mm40 mm10mm+R 25mm9336.031040.317631.83494.63

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For the cross-section area shown below the centroid is identified by point (C), the area moment of inertia (I,) in (× 10³ mm4 ) about the x-axis passing che centroid is equal to: R 25mm 40 mm 40 mm 10mm - R 25mm O 9336.03 O 1040.3 O 17631.8 O 3494.63

For the cross-section area shown below the centroid is identified by point (C), the area moment of inertia (I,) in (× 10³ mm4 ) about the x-axis passing che centroid is equal to: R 25mm 40 mm 40 mm 10mm - R 25mm O 9336.03 O 1040.3 O 17631.8 O 3494.63

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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The state plane coordinate system (SPCS or SPS) is a collection of 124 coordinate systems or geographic zones prepared for particular regions of the U.S. Every state consists of one or more than one state plane zone, the boundaries of which generally follow the county lines. Inside the U.S., there are 110 zones in total, 10 more zones in Alaska, 5 in Hawaii, and 1 for Puerto Rico and US Virgin islands. The system is extensively used for geospatial and geographic data assembling by the state and local governments.

Question

For the cross-section area shown below the centroid is identified by point (C), the area moment of inertia (I) in (x 103 mm4) about the x-axis passing
the centroid is equal to:
R 25mm
+
40 mm
40 mm
10mm
+
R 25mm
9336.03
1040.3
17631.8
3494.63

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