荷載匯集計算

,,雙向板傳給柱的荷載,,,,,,,,,,,,,,,,,,

,,,,,恒載作用,,,,,,,,活載作用,,,,,,,

,,,,荷載峰值,,縱向板傳集中荷載,,,橫向框架梁等效均布荷載,,,,,,荷載峰值,,縱向板傳集中荷載,,,橫向框架梁等效均布荷載

頂層,面荷載,跨度,開間,三角形,梯形,邊柱,中柱,挑梁端部,,,頂層,面荷載,跨度,開間,三角形,梯形,邊柱,中柱,挑梁端部,

q4,6.66,0.90,3.60,3.00,3.00,137.33,163.15,9.60,1.87,,q4,0.50,0.90,3.60,0.23,0.23,10.31,12.25,0.72,0.14

q2,6.66,5.10,3.60,11.99,11.99,,,,9.53,,q2,0.50,5.10,3.60,0.90,0.90,,,,0.72

q3,6.66,2.70,7.20,8.99,8.99,,,,5.62,,q3,0.50,2.70,7.20,0.68,0.68,,,,0.42

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二層,面荷載,跨度,開間,三角形,梯形,邊柱,中柱,,,,二層,面荷載,跨度,開間,三角形,梯形,邊柱,中柱,,

q4,3.99,0.90,3.60,1.80,1.80,82.28,97.74,5.75,1.12,,q4,2.00,0.90,3.60,0.90,0.90,41.24,53.54,2.88,0.56

q2,3.99,5.10,3.60,7.18,7.18,,,,5.71,,q2,2.00,5.10,3.60,3.60,3.60,,,,2.86

q3,3.99,2.70,7.20,5.39,5.39,,,,3.37,,q3,2.50,2.70,7.20,3.38,3.38,,,,2.11

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一層,面荷載,跨度,開間,三角形,梯形,邊柱,中柱,,,,一層,面荷載,跨度,開間,三角形,梯形,邊柱,中柱,,

q4,3.99,0.90,3.60,1.80,1.80,82.28,97.74,5.75,1.12,,q4,2.00,0.90,3.60,0.90,0.90,41.24,53.54,2.88,0.56

q2,3.99,5.10,3.60,7.18,7.18,,,,5.71,,q2,2.00,5.10,3.60,3.60,3.60,,,,2.86

q3,3.99,2.70,7.20,5.39,5.39,,,,3.37,,q3,2.50,2.70,7.20,3.38,3.38,,,,2.11

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,,,,,,,,,,,頂層雪荷載,面荷載,跨度,開間,三角形,梯形,邊柱,中柱,,

,,,,,,,,,,,q4,0.30,0.90,3.60,0.14,0.14,6.19,7.35,0.43,0.08

,,,,,,,,,,,q2,0.30,5.10,3.60,0.54,0.54,,,,0.43

,,,,,,,,,,,q3,0.30,2.70,7.20,0.41,0.41,,,,0.25

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,,,,主導,主導,,,,,,,,,,,,,,,

,,樓面,,l,d,,,,,,,,,,,,,,,

,,3.99,2.00,7.588,7.3465,,,,,,,,,,,,,,,

,,3.99,2.50,8.288,7.8365,,