Two (2) type specimen
(RA & RB) was subjected to tension in accordance with the MS 146:2006
provisions by using universal testing machine. The results of the tensile tests
indicating the yield stress and ultimate stress is shown in Table 1 below.
Table 1: Table 2: Average Value for  Yield
Stress and Ultimate Stress
| 
Sample Designation | 
Yield Stress (N/mm2) | 
Ultimate Stress (N/mm2) | 
| 
RA  | 
518.18 ± 7.12 | 
585.64 ± 4.32 | 
| 
RB  | 
432.16 ± 5.32 | 
570.08 ± 3.12 | 
i)         Given
fk
= fm -1.86s. Calculated
the characteristic of strength for
those concrete rebar steel. 
ii)   Given
the
minimum provisions of MS 146:2006
- Specification for Carbon steel bars for the reinforcement of concrete is as
Table 2 below. Determine the safety
of those samples as reinforcement steel bar. 
Table 2: The
minimum provision of MS 146: 2006
| 
Standard | 
Characteristic Strength (N/mm2) | 
Ultimate/Yield Strength Ratio | 
| 
MS 146:2006 | 
460 | 
1.05 | 
Answer
====================== 
i)   Given fk = fm -1.86s
      Characteristic of strength for RA
sample è fk = 518.18 – 1.86(7.12) = 504.94
      Characteristic of strength for RB
sample è fk = 432.16 – 1.86(5.32) = 422.26
ii)   Characteristic of strength for RA
sample è = 504.94 (above the code) =
Safe #
       Characteristic of strength for RB
sample è = 422.26 (below the code) =
Unsafe #
 
 




