Civil Engineering Reference
In-Depth Information
Fig. 5.10 Geometry and
reinforcement details of
beams (Cross-sections)
Beams H500
Beams H1000
Beams H1500
Table 5.5 Geometry
characteristics of specimens
Beams
H500
H1000
H1500
Height (mm)
500
1,000
1,500
Effective depth d (mm)
440
940
1,440
Total length (mm)
3,000
5,900
9,000
Span (mm)
2,640
5,640
8,640
Shear span a (mm)
1,320
2,820
4,320
Width (mm)
250
250
250
Gross cover (mm)
60
60
60
Reinforcement longitudinal
bars
8
ϕ
14
8
ϕ
20
8
ϕ
24
Reinforcement area (mm
2
)
1,232
2,513
3,619
Reinforcement ratio (%)
1.12
1.07
1.01
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