iYiXZYZXlYlXZYZX102.3121.5152.1166.6182.1192.9253.4288.0508.1562.5iYiXlYlXB8572.255.789081.006.489794.097.538.00100100.08.49103106.1105110.38.821012115132.310.581457120144.011.521728145210.316.823683150225.018.004218A859097100105□103105120□115120150□1451506050504845454040600721212900108121000120121800216122000240123形 状品 名形 状寸 法（mm） 長さA×B厚さt1100×1006125×1256.598.023.630108.031.139.65150×1507175×1757.51113.040.451.421213.049.963.53200×20081413.071.891.43250×2509300×300101513.093118.4171.91913.0135350×35012218.72122.0172400×40013187.22013.0147588×30012594×302142313.0170217.1寸 法（mm）断面積cm290□100□3018.001.442713.501.082512.501.002411.520.924018.001.443616.201.303614.401.153012.000.965.768.649.6017.2819.20a単位重量kg/m断面積cm2半径r厚さt288.016.921.59断面二次モーメント単位重量kg/mcm4435.0546.7737.7833.3937.954.0013.5028.1226.0422.1130.3724.0027.3317.4919.2015.5516.008.6412.9614.4025.9228.80断面二次モーメント断面係数cm4cm375.613437829313483956321616209843312900160047247203650860107006750135020200398001360022806660022400333011400090103890134000106004500断面二次半径cm2.4532.5982.8002.8862.9733.0313.3193.4644.1854.3301.7328.2011.4436.5101.4435.5291.3851.2991.2991.1549.0001.1540.3460.3460.3460.3460.3460.8660.7790.7210.6921.1541.0391.0390.866（単位重量は比重0.8で表示）断面二次半径cm26.74.182.4946.95.293.1375.16.43.777.54.378.625.026.327.558.89112160292450776112060170010.813.115.217.510.124.724.86.946.98断面係数cm318.0011.2510.419.0006.0755.2084.6089.21613.5012.1512.09.7208.6406.0009.6008.00014.421.624.043.248.0インデックス認定機材一覧風荷重の計算次世代足場の使用基準枠組足場足場部材許容強度サポートローリングアングルブラケット鋼製足場板木製足場板片持・単純梁荷重公式許容応力度ヤング係数断面性能断面性能算出公式安全衛生法／同施行令安全衛生規則安全衛生規則（解釈）断面性能●H形鋼 材 質 SS400●木 材
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