９ 1.00 1.07 1.11 1.16 1.24 1.33 1.46 1.65 1.98 2.36 2.77 3.22 3.70 4.21 4.76 5.34 5.95 6.60 7.28 7.99 8.74 9.5210.33８ 1.00 1.06 1.10 1.16 1.23 1.32 1.45 1.62 1.94 2.32 2.73 3.17 3.65 4.16 4.70 5.28 5.89 6.53 7.21 7.92 8.66 9.4410.25７ 1.00 1.06 1.10 1.15 1.22 1.31 1.43 1.60 1.91 2.28 2.69 3.13 3.60 4.11 4.65 5.22 5.83 6.47 7.14 7.85 8.59 9.3610.18６ 1.00 1.06 1.09 1.14 1.21 1.30 1.42 1.58 1.87 2.24 2.65 3.08 3.55 4.06 4.59 5.16 5.77 6.40 7.07 7.78 8.51 9.2810.09５ 1.00 1.05 1.09 1.14 1.20 1.29 1.41 1.57 1.84 2.20 2.60 3.04 3.50 4.00 4.54 5.10 5.70 6.34 7.00 7.70 8.44 9.2010.00４1.001.051.081.131.201.281.391.551.802.172.562.993.463.954.485.055.646.276.947.638.369.139.92３1.001.051.081.131.191.271.381.531.772.132.522.953.413.904.434.995.586.216.877.568.299.059.84２1.001.041.081.121.181.261.371.511.732.092.482.903.363.854.374.935.526.146.807.498.218.979.76１1.001.041.071.121.181.251.361.501.702.052.442.863.313.804.324.875.466.086.737.428.148.899.68０ 1.00 1.04 1.07 1.11 1.17 1.24 1.34 1.48 1.67 2.02 2.40 2.82 3.27 3.75 4.27 4.82 5.40 6.02 6.67 7.35 8.07 8.82 9.6010.42λ 20 30 40 50 60 70 80 90100110120130140150９1.31.41.51.71.92.22.73.34.04.75.66.47.4―８1.21.41.51.71.92.22.63.23.94.65.56.47.3―７1.21.41.51.71.92.22.63.13.84.65.46.37.2―６1.21.31.51.61.92.12.53.03.84.55.36.27.1―５1.21.31.51.61.82.12.53.03.74.45.26.17.0―４1.21.31.51.61.82.12.42.93.64.35.16.06.9―３1.21.31.41.61.82.02.42.93.54.35.05.96.8―２1.21.31.41.61.82.02.42.83.54.25.05.86.7―１1.21.31.41.61.82.02.32.83.44.14.95.76.6―０1.21.31.41.51.72.02.32.73.34.04.85.66.57.5λ 20 30 40 50 60 70 80 90100110120130140150表－７ 鋼材の座屈係数ω表（SS41、SM41）表－８ 木材の座屈係数ω0～20 30 40 50 60 70 80 90100110120130140150160170180190200210220230240250λλ0～20 30 40 50 60 70 80 90100110120130140150160170180190200210220230240250276仮設工事強度計算における定数（座屈係数）
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