単鉄筋の計算
単鉄筋長方形梁断面計算
設計条件
曲げモーメント
M
=
t・m
せん断力
S
=
t
断面形状
b
=
cm
d
=
cm
f
=
cm
鉄筋配置
D
−
本
n
=
条件
σc
<
kg/cm
2
σs
<
kg/cm
2
τ
<
kg/cm
2
As
=
cm
2
P
=
k
=
j
=
[1/Lc]
=
[1/Ls]
=
σc
=
kg/cm
2
σs
=
kg/cm
2
τ
=
kg/cm
2
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