Page 350 - 捷運技術 第28期

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Y= (Ex. A36)
B= 1.0
= 1.8
= 2.4
C=
>= Max(5cm+ /30 /4)
1/16

D/5

here:
b = cm
t = cm
2
f b = kgf/cm
d =
0

0.6Fv (Fs)

Fs=(0.754-0.34fv/Fv)Fy
Here:

fv=
Fv=

Y = (Ex. A36)
B = 1.0
= 1.8
= 2.4
C =