目次へ 【固定梁】 |
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構造計算_固定梁 |
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y$ |
構造計算_固定梁 |
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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 (3) |
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 |
1176.5 |
[kN-cm] |
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0 |
-1176.5 |
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 |
11.526 |
[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 |
31.37 |
[kN/cm2] < 4 |
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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] |
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τ=Q/A |
2.68 |
[kN/cm2] < 9 |
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FALSE |
TRUE |
炭素鋼 |
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自重ch1 |
FALSE |
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断面2次モーメント I [cm4] |
187 |
δmax |
0 |
[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 |
4 |
[kN/cm2] |
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6.2 |
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) |
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-312.5 |
-143.8 |
-12.5 |
81.25 |
137.5 |
156.25 |
137.5 |
81.25 |
-12.5 |
-143.75 |
-312.5 |
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0 |
0.0013 |
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P-1(kN) |
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500 |
-576 |
-364.8 |
-153.6 |
57.6 |
268.8 |
480 |
691.2 |
302.4 |
-86.4 |
-475.2 |
-864 |
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P-2(kN) |
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500 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
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補剛区間Tex10 |
500 |
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P-3(kN) |
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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] |
-888.5 |
-508.6 |
-166.1 |
138.85 |
406.3 |
636.25 |
828.7 |
383.65 |
-98.9 |
-618.95 |
-1176.5 |
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828.7 |
1728 |
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長期/短期 |
長期 |
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σ[kN/cm2] |
-23.69 |
-13.56 |
-4.43 |
3.7 |
10.83 |
16.97 |
22.1 |
10.23 |
-2.64 |
-16.51 |
-31.37 |
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モーメントtext11 |
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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 |
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荷重 |
a(cm) |
b(cm) |
x[cm] |
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モーメントtext13 |
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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 |
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3.75 |
3 |
2.25 |
1.5 |
0.75 |
0 |
-0.75 |
-1.5 |
-2.25 |
-3 |
-3.75 |
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0 |
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P-1(kN) |
0 |
0 |
500 |
4.224 |
4.224 |
4.224 |
4.224 |
4.224 |
4.224 |
-7.776 |
-7.776 |
-7.776 |
-7.776 |
-7.776 |
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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] |
7.974 |
7.224 |
6.474 |
5.724 |
4.974 |
4.224 |
-8.526 |
-9.276 |
-10.03 |
-10.776 |
-11.526 |
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τ[kN/cm2] |
1.85 |
1.68 |
1.51 |
1.33 |
1.16 |
0.98 |
1.98 |
2.16 |
2.33 |
2.51 |
2.68 |
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たわみ δ(cm) |
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荷重 |
a(cm) |
200 |
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 |
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0 |
0.084 |
0.266 |
0.458 |
0.599 |
0.65 |
0.599 |
0.458 |
0.266 |
0.084 |
0 |
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0 |
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P-1(kN) |
0 |
0 |
500 |
0 |
0.168 |
0.579 |
1.092 |
1.566 |
1.862 |
1.839 |
1.422 |
0.805 |
0.244 |
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 |
0.252 |
0.845 |
1.55 |
2.165 |
2.512 |
2.438 |
1.88 |
1.071 |
0.328 |
0 |
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