48
Result
Indian
standards design
results
Gambar 2. 7 Grafik Perbandingan nilai deflection dan span length
Tabel 2.18 Effect of grade of steel
Steel
Span
(L),m
Web
Depth,(D)
mm
Permissible
limit
L/600,
mm
Deflection
mm
Weight
(tons)
250
40
2500
66.67
33.214
26.87
410
40
2500
66.67
49.52
20.77
450
40
2500
66.67
53.12
19.93
250
50
2500
83.33
67.19
44.21
410
50
2500
83.33
71.41
42.17
450
50
2500
83.33
76.59
40.01
250
60
2500
100
88.65
86.24
410
60
2500
100
94.94
81.25
450
60
2500
100
99.31
78.18
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