Answered: haded area shown in Fig. 7.24 with…

Engineering

Civil Engineering

haded area shown in Fig. 7.24 with respect to the corner point O. Take x = 40 mm

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

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

100%

Determine the coordinates of the centroid of shaded area shown in Fig. 7.24 with respect to the corner point O. Take x = 40 mm

8th is
fn
(intel
Ges
NVIDIA
EFFORCE
110 The crosS-se
moment of ir
84
ELEMENTS OF CIVIL ENGINEERING & ENGINEERING MECHANICS
to top edge.
= 1.15
-2x-
6x
[Ans.
3x
3x
R= 3x
+ 2r
Fig. 7.24.
T11 The strength
increased bw
in Fig. 7.27.
section with
7.7 Determine the coordinates of the centroid of shaded area shown in Fig. 7.24 with respect
to the corner point O. Take x = 40 mm.
[Ans. I = 260.07 mm; y
= 113.95 mm]
7.8 ABCD is a square section of sides 100 mm. Determine the ratio of moment of inertia of the
section about centroidal axis parallel to a side to that about diagonal AC.
AB.
(Ans. Ixx
[Ans. 1)
7.9 The cross-section of a rectangular hollow beam is as shown in Fig. 7.53. Determine the
polar moment of inertia of the section about centroidal axes.
[Ans. I
1,05,38667 mm"; Iy = 49,06667 mm*; I = 1,54,45334 mm']
%3D

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