目次へ 【単純梁】 |
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構造計算_単純梁 |
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y$ |
構造計算_単純梁 |
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梁 |
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スパン L [cm] |
500 |
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計算結果 |
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曲げ材_炭素鋼_fb (2) |
TRUE |
長期 |
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op1 |
TRUE |
シート名 |
曲げ材_炭素鋼_fb |
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形鋼 |
H形鋼_細幅 |
強軸 |
Mmax |
28.481 |
[kN-cm] |
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0 |
0 |
20100 |
8100 |
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op2 |
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材質op1 |
TRUE |
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サイズ |
100x50x5/7 |
Qmax |
0.228 |
[kN] |
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17 |
23.5 |
20100 |
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材質op2 |
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せん断用断面積 A [cm2] |
4.3 |
σ=M/Z |
0.76 |
[kN/cm2] < 15.7 |
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1 |
ステンレス鋼 |
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材質 |
炭素鋼 |
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単位質量 g [kg/m] |
9.3 |
τ=Q/A |
0.05 |
[kN/cm2] < 9 |
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FALSE |
TRUE |
炭素鋼 |
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自重ch1 |
TRUE |
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断面2次モーメント I [cm4] |
187 |
δmax |
0.197 |
[cm] |
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TRUE |
強軸 |
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形鋼combo1 |
0 |
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断面係数 Z [cm3] |
37.5 |
fb |
15.7 |
[kN/cm2] |
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15.7 |
1910 |
214 |
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形鋼サイズcombo2 |
0 |
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等分布荷重[kN/cm] |
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τa |
9 |
[kN/cm2] |
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2.3 |
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軸op3 |
TRUE |
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軸op4 |
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軸 |
強軸 |
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曲げモーメント
M (kN-cm),曲げ応力 σ (kN/cm2) |
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基準強度F値 Tex6 |
23.5 |
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荷重 |
a(cm) |
b(cm) |
x (cm) |
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ヤング率Tex8 |
20100 |
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0*L |
0.1*L |
0.2*L |
0.3*L |
0.4*L |
0.5*L |
0.6*L |
0.7*L |
0.8*L |
0.9*L |
1.0*L |
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横弾性係数Tex14 |
8100 |
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w+g(kN/cm) |
0.0009 |
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0 |
10.253 |
18.228 |
23.924 |
27.342 |
28.481 |
27.342 |
23.924 |
18.228 |
10.253 |
0 |
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0.1 |
0.0013 |
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P-1(kN) |
1.5 |
0 |
500 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
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P-2(kN) |
0 |
0 |
500 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
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補剛区間Tex10 |
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P-3(kN) |
0 |
0 |
500 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
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長期/op6 |
TRUE |
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Mo[kN-cm] |
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500 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
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短期/op5 |
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M[kN-cm] |
0 |
10.253 |
18.228 |
23.924 |
27.342 |
28.481 |
27.342 |
23.924 |
18.228 |
10.253 |
0 |
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28.481 |
3125 |
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長期/短期 |
長期 |
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σ[kN/cm2] |
0 |
0.27 |
0.49 |
0.64 |
0.73 |
0.76 |
0.73 |
0.64 |
0.49 |
0.27 |
0 |
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モーメントtext11 |
0 |
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せん断力 Q(kN),せん断応力 τ (kN/cm2) |
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モーメントtext12 |
0 |
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荷重 |
a(cm) |
b(cm) |
x[cm] |
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モーメントtext13 |
0 |
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0*L |
0.1*L |
0.2*L |
0.3*L |
0.4*L |
0.5*L |
0.6*L |
0.7*L |
0.8*L |
0.9*L |
1.0*L |
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w+g(kN/cm) |
0.0009 |
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0.228 |
0.182 |
0.137 |
0.091 |
0.046 |
0 |
-0.046 |
-0.091 |
-0.137 |
-0.182 |
-0.228 |
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0 |
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P-1(kN) |
1.5 |
0 |
500 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
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P-2(kN) |
0 |
0 |
500 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
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P-3(kN) |
0 |
0 |
500 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
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Mo[kN-cm] |
0 |
0 |
500 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
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Q[kN] |
0.228 |
0.182 |
0.137 |
0.091 |
0.046 |
0 |
-0.046 |
-0.091 |
-0.137 |
-0.182 |
-0.228 |
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τ[kN/cm2] |
0.05 |
0.04 |
0.03 |
0.02 |
0.01 |
0 |
0.01 |
0.02 |
0.03 |
0.04 |
0.05 |
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たわみ δ(cm) |
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荷重 |
a(cm) |
b(cm) |
x[cm] |
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0*L |
0.1*L |
0.2*L |
0.3*L |
0.4*L |
0.5*L |
0.6*L |
0.7*L |
0.8*L |
0.9*L |
1.0*L |
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w+g(kN/cm) |
0.0009 |
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0 |
0.062 |
0.117 |
0.16 |
0.188 |
0.197 |
0.188 |
0.16 |
0.117 |
0.062 |
0 |
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0 |
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P-1(kN) |
1.5 |
0 |
500 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
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P-2(kN) |
0 |
0 |
500 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
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P-3(kN) |
0 |
0 |
500 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
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Mo[kN-cm] |
0 |
0 |
500 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
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δ[cm] |
0 |
0.062 |
0.117 |
0.16 |
0.188 |
0.197 |
0.188 |
0.16 |
0.117 |
0.062 |
0 |
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