500 mm Compute for the steel strain of the given beam section. 250 mm Ec = 0.003 fc' = 21 Mpa Мра fy = 414 2 - 25 mmØ stirrups = 10 mmØ rebar = concrete cover = 40mm 375 mm
500 mm Compute for the steel strain of the given beam section. 250 mm Ec = 0.003 fc' = 21 Mpa Мра fy = 414 2 - 25 mmØ stirrups = 10 mmØ rebar = concrete cover = 40mm 375 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Use 3 decimal places. Assume that steel yields.
Transcribed Image Text:500 mm
Compute for the steel strain of the given beam section.
250 mm
0.003
Ec =
fc' =
21
Мра
fy =
414
Мра
rebar =
2 - 25 mmØ
stirrups =
10 mmØ
concrete cover =
40mm
375 mm
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