70cm 100cm
6.7 6.8
7.9 10.1
9.9 9.7
12.9 14.1
11.1 12.1
12.3 16.7
8.9 11.1
10.9 12.5
An experiment was conducted to study the effect of reinforced flanges on the torsional capacity of reinforced concrete T-beams. Two types of beams were tested under combined torsion and bending until cracking failure; one with 70 cm flange width and one with 100 cm flange width.
a. State the correct hypotheses, and conduct the hypotheses test at ? = 0.05 for difference inthe torsional capacity for the two beam types.
Let 70 cm flange width=x1
100 cm flange width=x2
Sample means
Sample variances
population means
population Standard deviations
The Null Hypothesis
The alternative Hypothesis
I have conducted it in MINITAB 17 software.
Steps:
output
]
As p value is <0.05 we woul accept the null hypothesis and conclude that no difference inthe torsional capacity for the two beam types.
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