Use 3 decimal places. Assume that steel yields. 500 mmCompute for the steel strain of the given beam section.250 mm0.003Ec =fc' =21Мраfy =414Мраrebar =2 - 25 mmØstirrups =10 mmØconcrete cover =40mm375 mm

Answered: 500 mm Compute for the steel strain of…

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

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

Use 3 decimal places. Assume that steel yields.

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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