唐山遷西建設(shè)銀行辦公樓畢業(yè)論文-資料下載頁
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【正文】 ( B= , H= , L= , Ly= Rc=30 ) NO1 As= 0. M= N= NO 1 As=0. M= N= Asmin(全截面最小配筋)= 2520. No 49 Vc= N= ASV= 128. ASV0= 0. No 53 N= 軸壓比= 柱5 ( B= , H= , L= , Ly= Rc=30 ) NO1 As= 0. M= N= NO 1 As= 0. M= N= Asmin(全截面最小配筋)= 2520. No 51 Vc= N= ASV= 128. ASV0= 0. No 53 N= 軸壓比= 柱6 ( B= , H= , L= , Ly= Rc=30 ) NO 1 As= 0. M= N= NO 1 As= 0. M= N= Asmin(全截面最小配筋)= 2520. No 49 Vc= N= ASV= 128. ASV0= 0. No 53 N= 軸壓比= 柱 7 ( B= , H= , L= , Ly= Rc=30 ) NO1 As= 0. M= N= NO 1 As= 0. M= N= Asmin(全截面最小配筋)= 2520. No 51 Vc= N= ASV= 128. ASV0= 0. No 53 N= 軸壓比= 柱 8 ( B= , H= , L= , Ly= Rc=30 ) NO 1 As= 0. M= N= NO 1 As= 0. M= N= Asmin(全截面最小配筋)= 2520. No 49 Vc= N= ASV= 128. SV0A= 0. No 53 N= 軸壓比= 柱 9 ( B= , H= , L= , Ly= Rc=30 ) NO1 As=0. M= N= NO 1 As= 0. M= N= Asmin(全截面最小配筋)= 2520. No 51 Vc= N= ASV= 128. ASV0= 0. No 53 N= 軸壓比= 柱 10 ( B= , H= , L= , Ly= Rc=30 ) NO1 As= 0. M= N= NO 1 As= 0. M= N= Asmin(全截面最小配筋)= 2520. No 49 Vc= N= ASV= 128. ASV0= 0. No 53 N= 軸壓比= 梁 1 ( B= , H= , L= Rc=30 ) 梁下部截面 1 2 3 4 5 6 7 8 9 10 11 12 13 M= As(1)= 552. 337. 424. 507. 540. 654. 703. 665. 541. 449. 396. 338. 552. As(2)= 552. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 552. Asc = 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 梁上部截面 1 2 3 4 5 6 7 8 9 10 11 12 13 M= As(1)=1114. 701. 405. 177. 0. 0. 0. 0. 0. 108. 354. 673. 1059. As(2)=1114. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1059. Asc = 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. Vl= NO 27 Vr= NO 29 Asv/s= Asmin= 451. Umab= Umat= Umab= Umat= = 梁 2 ( B= , H= , L= Rc=30 ) 梁下部截面 1 2 3 4 5 6 7 8 9 10 11 12 13 M= As(1)= 477. 368. 300. 230. 158. 82. 48. 101. 174. 244. 311. 376. 480. As(2)= 477. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 480. Asc = 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 梁上部截面 1 2 3 4 5 6 7 8 9 10 11 12 13 M= As(1)= 674. 501. 381. 268. 164. 69. 14. 84. 179. 281. 390. 506. 671. As(2)= 674. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 671. Asc = 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. Vl= NO 27 Vr= NO 29 Asv/s= Asmin= 242. Umab= Umat= Umab= Umat= = 梁 3 ( B= , H= , L= Rc=30 ) 梁下部截面 1 2 3 4 5 6 7 8 9 10 11 12 13 M= As(1)= 552. 333. 392. 446. 537. 663. 704. 659. 545. 513. 432. 345. 552. As(2)= 552. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 552. Asc = 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 梁上部截面 1 2 3 4 5 6 7 8 9 10 11 12 13 M= As(1)=1067. 680. 358. 111. 0. 0. 0. 0. 0. 173. 399. 692. 1102. As(2)=1067. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1102. Asc = 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. Vl= NO 27 Vr= NO 29 Asv/s= Asmin= 451. Umab= Umat= Umab= Umat= = 梁 4 ( B= , H= , L= Rc=30 ) 梁下部截面 1 2 3 4 5 6 7 8 9 10 11 12 13 M= As(1)= 552. 323.
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