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Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Concrete
Width
Depth
Length
Average
Average
Average Distance Maximum Applicable
Modulus of
Modulus of
Percent
Trial No.
Strength
Remarks
(mm)
(mm)
(mm)
Width, bave
Depth, dave from support, aave Load (kN)
Rupture (NSCP), fr Difference (%)
Case
Rupture, R
(Мра)
1
60
150
150
450
151.25
150.00
158.50
38.22
50
150
150
450
136.75
150.00
141.75
35.36
3
45
150
150
450
150.00
153.67
200.25
33.68
4
60
150
150
450
150.00
151.13
144.78
37.72
5
40
150
150
450
151.89
153.16
134.62
34.91
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