For Problems 7.6 to 7.9, determine the development lengths required for the tension bar situations described using ACI Equation 25.4.2.3a (a) assuming K,, = 0 and (b) using the calcu- lated value of K Problem 7.6 Uncoated bars in normal-weight concrete. As required = 3.44 in.2. #3 stirrups @8 in. o.c. 3 #10 30 in. fy= 60,000 psi fc=4000 psi 3 in. 4 in. | 4 in. 3 in.
For Problems 7.6 to 7.9, determine the development lengths required for the tension bar situations described using ACI Equation 25.4.2.3a (a) assuming K,, = 0 and (b) using the calcu- lated value of K Problem 7.6 Uncoated bars in normal-weight concrete. As required = 3.44 in.2. #3 stirrups @8 in. o.c. 3 #10 30 in. fy= 60,000 psi fc=4000 psi 3 in. 4 in. | 4 in. 3 in.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
Related questions
Question

Transcribed Image Text:For Problems 7.6 to 7.9, determine the development lengths
required for the tension bar situations described using ACI
Equation 25.4.2.3a (a) assuming K,, = 0 and (b) using the calcu-
lated value of K
Problem 7.6 Uncoated bars in normal-weight concrete.
As required = 3.44 in.2.
#3 stirrups
@8 in. o.c.
3 #10
30 in.
fy= 60,000 psi
fc=4000 psi
3 in.
4 in.
| 4 in. 3 in.
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