七層鋼筋混凝土框架結(jié)構(gòu)設(shè)計計算書(編輯修改稿)
2025-07-25 11:59 本頁面
【文章內(nèi)容簡介】 A7 B73 7 5 5 5 0 3 1 4 1 5 7 5 7 6 0 2 7 B7 1/B73 1 7 1 7 4 1 7 6 5 6 9 2 7 6 6 7 3/B7 C73 7 7 8 6 8 6 5 5 1 8 0 5 5 3 7 2 C7 D73 4 6 8 8 4 1 1 0 6 7 7 7 7 7 6 7 2 7 5 A6 B63 0 5 7 7 7 7 6 2 1 4 4 4 5 2 4 B6 1/B63 4 0 4 1 0 5 0 2 0 0 3/B6 C63 1 0 1 0 0 1 7 2 8 4 5 4 5 8 8 2 5 C6 D63 4 2 3 4 5 4 5 1 9 1 4 2 3 3 130.37 6 130.37 6 1 7 2 6 9 6 5 A35 B353 2 9 7 102.99 6 102.99 6 3 3 1 118.73 9 118.73 3 2 7 118.73 7 118.73 5 B35 1/B353 120.53 118.73 120.53 118.73 1 113.63 116.45 113.63 3/B35 C35 2 9 113.113.63 63 9 4 3 8 113.63 8 113.63 2 1 4 7 8 107.65 2 107.65 2 9 6 2 2 1 2 0 C35 D353 6 7 3 134.86 2 134.86 2 4 1 1 2 3 2 4 135.77 7 135.77 7 5 9 2 7 7 3 A2 B23 1 8 6 116.16 7 116.16 7 8 0 1 128.12 105.09 128.12 4 2 2 128.12 2 128.12 7 1/B2 B23 125.52 128.12 125.52 128.12 1 121.30 122.57 121.30 122.57 2 122.57 5 122.57 3/B2 C23 3 122.57 3 122.57 5 1 6 6 8 121.41 4 121.41 4 9 4 2 4 C2 D23 1 8 3 140.45 4 140.45 4 2 2 A1 B1 1 7 5 2 209.53 3 209.53 3 1 9 2 3 2 3 0 3 9 6 8 160.30 3 160.30 3 6 0 1 174.94 145.04 174.94 6 6 2 1 174.94 1 174.94 8 1/B1 B13 169.85 174.94 169.85 174.94 0 1 168.32 165.71 168.32 2 168.32 2 168.32 8 3/B1 C13 137.27 168.32 137.27 168.32 6 1 9 1 2 167.77 8 167.77 8 3 2 2 8 8 8 8 8 C1 D13 9 3 8 208.33 8 208.33 8 1 3 ①+③/④ ①+(②+③/④)①+ (②+0.6③/④)梁號 截面Mmax Mmin Vmax Mmax Mmin Vmax Mmax Mmin Vmax 1 2 A7 B73 1 2 B7 1/B73 1 2 3/B7 C73 1 2 C7 D73 1 3 2 A6 B63 1 2 B6 1/B63 1 2 3/B6 C63 1 2 C6 D63 1 5 6 0 1 2 A35 B353 1 2 6 8 1 1 4 3 3 1 1 4 2 B35 1/B353 5 7 3 1 5 8 1 1 5 2 8 7 0 5 7 2 0 8 3 3/B35 C353 3 8 8 8 6 0 1 0 1 7 1 9 2 2 2 C35 D353 8 5 0 5 9 8 1 2 1 5 9 6 7 2 2 A2 B23 6 9 7 6 8 9 5 1 3 6 2 1 5 5 2 1/B2 B23 8 1 6 5 1 9 8 3 1 5 1 2 6 0 5 2 2 9 8 9 3/B2 C23 4 7 1 0 6 5 1 1 1 1 4 4 8 1 2 C2 D23 8 7 7 6 6 5 2 1 3 8 7 5 8 3 8 3 A1 B12 3 9 3 3 3 7 9 5 1 9 8 4 6 8 6 1 1 2 1/B1 B13 7 2 2 0 2 3 2 8 1 3 0 7 2 8 5 4 8 2 8 6 4 3/B1 C13
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