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Solve for the: 1. Moment of inertia about x-axis (bottom-most) 2. Centroidal moment of inertia about x-axis Note: Unit are in mm. semi-circle equilateral triangle 1.5000 1.5000 10.0000 X- axis 6.0000

Solve for the: 1. Moment of inertia about x-axis (bottom-most) 2. Centroidal moment of inertia about x-axis Note: Unit are in mm. semi-circle equilateral triangle 1.5000 1.5000 10.0000 X- axis 6.0000

Structural Analysis
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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Solve for the: 1. Moment of inertia about x-axis (bottom-most) 2. Centroidal moment of inertia about x-axis Note: Unit are in mm. semi-circle equilateral triangle 1.5000 1.5000 10.0000 X - axis 6.0000
Transcribed Image Text:Solve for the: 1. Moment of inertia about x-axis (bottom-most) 2. Centroidal moment of inertia about x-axis Note: Unit are in mm. semi-circle equilateral triangle 1.5000 1.5000 10.0000 X - axis 6.0000
reference line: anywhere (but parallel to x-аxis) Ix' = *** just add the transfer formula reference line: x-axis reference line: centroid Ix = Icgx = b bh3/3 bh3/12 bh/12 + [Ad?] h х-аxis bh3/12 bh3/36 bh3/36 + [Ad?] h X-аxis X-аxis */4 Ar^/4 + [Ad°] 0.11A 0.11A + [Ad²] X-аxis Tr*/16 0.055 0.055r + [Ad] х-аxis
Transcribed Image Text:reference line: anywhere (but parallel to x-аxis) Ix' = *** just add the transfer formula reference line: x-axis reference line: centroid Ix = Icgx = b bh3/3 bh3/12 bh/12 + [Ad?] h х-аxis bh3/12 bh3/36 bh3/36 + [Ad?] h X-аxis X-аxis */4 Ar^/4 + [Ad°] 0.11A 0.11A + [Ad²] X-аxis Tr*/16 0.055 0.055r + [Ad] х-аxis
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