Q.4: a) In accordance with TS EN 12390-3, determine the concrete strength class (grading) if the maximum failure loads are P1= 6n kN, P2= 6n kN, P3= 5n kN according to the results of a compression test performed on the 28th day on 15/30 cm sized cylindrical concrete samples. b) Check its suitability according to the environmental impact class given in QUESTION 5. If not suitable, what changes would you suggest? Note: n is the last digit of the student's ID number. C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60 Değerlendirme 1. f.on 2 fa+ 4,0 2. femin 2 f& – 4,0

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Question
N=2
Q.4:
a) In accordance with TS EN 12390-3, determine the concrete strength class (grading) if
the maximum failure loads are P1= 6n kN, P2= 6n kN, P3= 5n kN according to the
results of a compression test performed on the 28th day on 15/30 cm sized cylindrical
concrete samples.
b) Check its suitability according to the environmental impact class given in
QUESTION 5. If not suitable, what changes would you suggest?
Note: n is the last digit of the student’s ID number.
C 25/30
C 30/37
C 35/45
C 40/50
C 45/55
C 50/60
Değerlendirme
1. fgort 2 f& + 4,0
2. fçmin 2 f& – 4,0
Transcribed Image Text:Q.4: a) In accordance with TS EN 12390-3, determine the concrete strength class (grading) if the maximum failure loads are P1= 6n kN, P2= 6n kN, P3= 5n kN according to the results of a compression test performed on the 28th day on 15/30 cm sized cylindrical concrete samples. b) Check its suitability according to the environmental impact class given in QUESTION 5. If not suitable, what changes would you suggest? Note: n is the last digit of the student’s ID number. C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60 Değerlendirme 1. fgort 2 f& + 4,0 2. fçmin 2 f& – 4,0
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