Civil Engineering Reference
In-Depth Information
700
Contributions to shear (Average values)
600
500
V
test
(kN)
400
300
200
100
V
prestressed
(kN)=0.15·
˃
·
ʲ
·b
o
·d
0
HF600TR
Beam 1
HF600
Beam 5
HF400
Beam 8
HF260
Beam 9
HF600
Beam 4
HF400 h
Beam 6
HF400
Beam 7
HF600TR
Beam 2
H600TR
Beam 3
Fig. 4.11 Contributions of concrete, stirrups and
bers to the ultimate theoretical shear strength
capacity (average values)
Fig. 4.12 Contributions of concrete, stirrups and bers to the ultimate theoretical shear strength
capacity (design values)
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