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7.1 For each assigned problem, calculate the development length required for the following tension bars. All bars are bottom bars in normal-weight concrete unless specified otherwise in the notes. Bar Clear Clear No. No. f (ksi) fy (ksi) Cover (in.) Spacing (in.) b h 6 9 4 3 60 40 2.0 2.0 2.50 1.5 Notes Lightweight aggregate concrete Epoxy coated

7.1 For each assigned problem, calculate the development length required for the following tension bars. All bars are bottom bars in normal-weight concrete unless specified otherwise in the notes. Bar Clear Clear No. No. f (ksi) fy (ksi) Cover (in.) Spacing (in.) b h 6 9 4 3 60 40 2.0 2.0 2.50 1.5 Notes Lightweight aggregate concrete Epoxy coated

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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7.1 For each assigned problem, calculate the development length required for the following tension bars. All bars are bottom bars in normal-weight concrete unless specified otherwise in the notes. No. b h Bar No. f (ksi) f (ksi) 6 9 Clear Clear f, (ksi) Cover (in.) Spacing (in.) Notes 60 40 4 3 2.0 2.0 2.50 1.5 Lightweight aggregate concrete Epoxy coated
Transcribed Image Text:7.1 For each assigned problem, calculate the development length required for the following tension bars. All bars are bottom bars in normal-weight concrete unless specified otherwise in the notes. No. b h Bar No. f (ksi) f (ksi) 6 9 Clear Clear f, (ksi) Cover (in.) Spacing (in.) Notes 60 40 4 3 2.0 2.0 2.50 1.5 Lightweight aggregate concrete Epoxy coated
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