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Compute the moment of inertia: lown axis (in.4) Ay (in.4) Area y Part (in.2) (in.) Compression zone 12 x 6.51 78.12 6.51/2 276 828 Top steel 8.40 (6.51 – 2.5) 135 Bottom steel 19.2 (6.51 – 21.5) 4314 - I = 5550 in.*

Compute the moment of inertia: lown axis (in.4) Ay (in.4) Area y Part (in.2) (in.) Compression zone 12 x 6.51 78.12 6.51/2 276 828 Top steel 8.40 (6.51 – 2.5) 135 Bottom steel 19.2 (6.51 – 21.5) 4314 - I = 5550 in.*

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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Compute the moment of inertia: lown axis (in.4) Ay (in.4) Area y Part (in.2) (in.) Compression zone 12 x 6.51 78.12 6.51/2 276 828 Top steel 8.40 (6.51 – 2.5) 135 Bottom steel 19.2 (6.51 – 21.5) 4314 - I = 5550 in.*
Transcribed Image Text:Compute the moment of inertia: lown axis (in.4) Ay (in.4) Area y Part (in.2) (in.) Compression zone 12 x 6.51 78.12 6.51/2 276 828 Top steel 8.40 (6.51 – 2.5) 135 Bottom steel 19.2 (6.51 – 21.5) 4314 - I = 5550 in.*
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