(2 5.694×10°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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Question

what is the moment of inertia of area to the find the maximum deflection?

하중이 작용할 때 최대처짐을 구하기 위한 유효단면2차
모멘트는? (단, 철근을 무시한 콘크리트 전체 단면의 중
심축에 대한 단면2차모멘트(4,) : 6.5X10°mm', 균열 단
면의 단면2차모멘트(1,) : 5.65X10°mm", 외력에 의해
단면에서 휨균열을 일으키는 횡모멘트(M, ) : 140kNm)
O 4.563× 10°mm
2 5.694x 10°mm
3 6.838× 10°mm
O 7.284x 10°mm
100KN
w=10KN/m
の
5m
to
5m
Transcribed Image Text:하중이 작용할 때 최대처짐을 구하기 위한 유효단면2차 모멘트는? (단, 철근을 무시한 콘크리트 전체 단면의 중 심축에 대한 단면2차모멘트(4,) : 6.5X10°mm', 균열 단 면의 단면2차모멘트(1,) : 5.65X10°mm", 외력에 의해 단면에서 휨균열을 일으키는 횡모멘트(M, ) : 140kNm) O 4.563× 10°mm 2 5.694x 10°mm 3 6.838× 10°mm O 7.284x 10°mm 100KN w=10KN/m の 5m to 5m
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