2023年全國碩士研究生考試考研英語一試題真題（含答案詳解+作文范文）_第1頁
已閱讀1頁，還剩0頁未讀， 繼續(xù)免費閱讀

下載本文檔

版權(quán)說明：本文檔由用戶提供并上傳，收益歸屬內(nèi)容提供方，若內(nèi)容存在侵權(quán)，請進(jìn)行舉報或認(rèn)領(lǐng)

文檔簡介

1、現(xiàn)澆板計算用表(2003新規(guī)范版)項目：中銀大廈200189板號板厚l1l2支座類號pgql1l2ql12m1M1配筋m2M2配筋m1Fn1M1F配筋m2Fn2M2F配筋l1f0l1f1B11002.103.3034.853.510.720.63647.280.08303.928@1800.04332.058@1800.07771.3745.058@1500.05711.3643.688@1807212144281B21001.

2、802.1034.853.510.720.85734.730.05762.008@1800.04491.568@1800.06261.3302.898@1800.05511.3302.558@18017261329731B31001.251.8034.327.960.69412.440.07540.948@1800.04350.548@1800.07411.3541.258@1800.05691.3600.968@180

3、512521012511B41204.005.8035.829.790.690156.640.076712.0112@1800.04356.8110@2000.07471.35815.9012@2000.05701.36012.1412@180215742711B51003.054.4534.327.960.68574.050.07675.6810@2000.04353.228@1800.07471.3587.528@10

4、00.05701.3605.7410@200346468571B61002.053.0534.63.510.420.67243.790.07793.418@1800.04341.908@1800.07541.3624.498@1800.05701.3603.408@1808557169751B71003.606.0034.8528.620.600111.720.08689.7010@1200.04324.8310@2000

5、.07931.38112.2312@2000.05711.3708.7412@180169334131B81001.802.1034.327.960.85725.790.05761.498@1800.04491.168@1800.06261.3302.158@1800.05511.3301.898@18023245444061B91003.303.9034.327.960.84686.680.05865.088@1500.

6、04493.898@1800.06341.3307.308@1000.05531.3326.388@120369770701B101605.707.2035.829.790.792318.080.063920.3312@1500.044614.1912@2000.06711.33228.4512@1500.05601.34223.9112@180216841771B111002.203.0034.63.510.420.73

7、350.430.07073.568@1800.04402.228@1800.07151.3444.848@1500.05671.3543.878@1807726151081B121003.003.0034.327.961.00071.640.04423.178@1800.04423.178@1800.05131.3204.858@1500.05131.3204.858@1506765127741B131B141002.2

8、03.0036.20.79.060.73343.830.07073.108@1800.04401.938@1800.07151.3444.218@1800.05671.3543.368@1808890173831B151003.003.0036.2210.331.00092.970.04424.118@1800.04424.118@1500.05131.3206.308@1200.05131.3206.308@12052

9、1398441B161605.707.2036.3210.470.792340.010.063921.7310@1000.044615.1612@1800.06711.33230.4112@1000.05601.34225.5612@120202939081B171B181003.003.0036.2210.331.00092.970.04424.118@1800.04424.118@1500.05131.3206.308

10、@1200.05131.3206.308@120521398441B191003.303.9036.2210.330.846112.490.05866.608@1200.04495.0510@2000.06341.3309.4812@1800.05531.3328.2812@200284954481B201001.803.3034.327.960.54525.790.09472.448@1800.04311.118@180

11、0.08171.4042.968@1800.05711.3802.038@18013320275791B211001.854.0034.327.96D327.240.10102.758@1808@1800.11701.0003.198@1808@18011562218331B221202.002.6034.828.560.76934.240.06722.308@1500.04431.528@1500.06941.3383

12、.188@1500.05641.3482.608@15022880444121B231002.003.0536.20.79.060.65636.220.08042.918@1800.04331.578@1800.07661.3703.808@1800.05711.3602.818@18010236203831B241201.354.0036.73.512.94D323.580.10102.388@1508@1500.11

13、701.0002.768@1508@15031627597231B251002.103.3036.2210.330.63645.560.08303.788@1800.04331.978@1800.07771.3744.868@1500.05711.3643.558@1807484149731B261B271001.854.0036.2210.33D335.350.10103.578@1808@1800.11701.000

14、4.148@1808@1808909168241B281002.002.6036.2210.330.76941.320.06722.788@1800.04431.838@1800.06941.3383.838@1800.05641.3483.148@18010972212971B291003.054.4536.2210.330.68596.090.07677.378@1000.04354.188@1500.07471.3

15、589.7510@1200.05701.3607.458@100266952841B301002.105.8036.2210.33D345.560.10104.608@1508@1800.11701.0005.338@1508@1806091115021B311203.904.2036.7211.010.929167.390.05108.5410@1800.04487.508@1200.05731.32012.6610

16、@1200.05361.32011.8412@180327462111B321103.453.9036.45210.670.885126.970.05476.9510@2000.04495.7010@2000.06031.32410.1412@1800.05451.3249.1610@150347366101B33注：1、根據(jù)設(shè)計五所陳總《鋼筋混凝土雙向板彎矩及撓度系數(shù)、配筋計算表》2002新規(guī)范版編制。2、板號后帶“”者，計

17、算短邊負(fù)筋時取h0=(板厚30mm)，無“”則取h0=(板厚20mm)。By27073、本表不適用于可變荷載大于4kNm2的房屋現(xiàn)澆板計算。4、對于長邊與短邊長度之比大于2.0，但小于3.0的板，本表仍按短邊方向受力的單向板計算，用戶應(yīng)手算復(fù)核使長邊方向的配筋率滿足最小配筋率要求?，F(xiàn)澆板計算用表(2003新規(guī)范版)項目：中銀大廈200189板號板厚l1l2支座類號pgql1l2ql12m1M1配筋m2M2配筋m1Fn1M1F配筋m2Fn

18、2M2F配筋l1f0l1f1B11002.103.3034.853.510.720.63647.280.08303.928@1800.04332.058@1800.07771.3745.058@1500.05711.3643.688@1807212144281B21001.802.1034.853.510.720.85734.730.05762.008@1800.04491.568@1800.06261.3302.898@

19、1800.05511.3302.558@18017261329731B31001.251.8034.327.960.69412.440.07540.948@1800.04350.548@1800.07411.3541.258@1800.05691.3600.968@180512521012511B41204.005.8035.829.790.690156.640.076712.0112@1800.04356.8110@20

20、00.07471.35815.9012@2000.05701.36012.1412@180215742711B51003.054.4534.327.960.68574.050.07675.6810@2000.04353.228@1800.07471.3587.528@1000.05701.3605.7410@200346468571B61002.053.0534.63.510.420.67243.790.07793.418

21、@1800.04341.908@1800.07541.3624.498@1800.05701.3603.408@1808557169751B71003.606.0034.8528.620.600111.720.08689.7010@1200.04324.8310@2000.07931.38112.2312@2000.05711.3708.7412@180169334131B81001.802.1034.327.960.85

22、725.790.05761.498@1800.04491.168@1800.06261.3302.158@1800.05511.3301.898@18023245444061B91003.303.9034.327.960.84686.680.05865.088@1500.04493.898@1800.06341.3307.308@1000.05531.3326.388@120369770701B101605.707.20

23、35.829.790.792318.080.063920.3312@1500.044614.1912@2000.06711.33228.4512@1500.05601.34223.9112@180216841771B111002.203.0034.63.510.420.73350.430.07073.568@1800.04402.228@1800.07151.3444.848@1500.05671.3543.878@18

24、07726151081B121003.003.0034.327.961.00071.640.04423.178@1800.04423.178@1800.05131.3204.858@1500.05131.3204.858@1506765127741B131B141002.203.0036.20.79.060.73343.830.07073.108@1800.04401.938@1800.07151.3444.218@180

25、0.05671.3543.368@1808890173831B151003.003.0036.2210.331.00092.970.04424.118@1800.04424.118@1500.05131.3206.308@1200.05131.3206.308@120521398441B161605.707.2036.3210.470.792340.010.063921.7310@1000.044615.1612@1800

26、.06711.33230.4112@1000.05601.34225.5612@120202939081B171B181003.003.0036.2210.331.00092.970.04424.118@1800.04424.118@1500.05131.3206.308@1200.05131.3206.308@120521398441B191003.303.9036.2210.330.846112.490.05866.60

27、8@1200.04495.0510@2000.06341.3309.4812@1800.05531.3328.2812@200284954481B201001.803.3034.327.960.54525.790.09472.448@1800.04311.118@1800.08171.4042.968@1800.05711.3802.038@18013320275791B211001.854.0034.327.96D32

28、7.240.10102.758@1808@1800.11701.0003.198@1808@18011562218331B221202.002.6034.828.560.76934.240.06722.308@1500.04431.528@1500.06941.3383.188@1500.05641.3482.608@15022880444121B231002.003.0536.20.79.060.65636.220.0

29、8042.918@1800.04331.578@1800.07661.3703.808@1800.05711.3602.818@18010236203831B241201.354.0036.73.512.94D323.580.10102.388@1508@1500.11701.0002.768@1508@15031627597231B251002.103.3036.2210.330.63645.560.08303.78

30、8@1800.04331.978@1800.07771.3744.868@1500.05711.3643.558@1807484149731B261B271001.854.0036.2210.33D335.350.10103.578@1808@1800.11701.0004.148@1808@1808909168241B281002.002.6036.2210.330.76941.320.06722.788@1800.0

31、4431.838@1800.06941.3383.838@1800.05641.3483.148@18010972212971B291003.054.4536.2210.330.68596.090.07677.378@1000.04354.188@1500.07471.3589.7510@1200.05701.3607.458@100266952841B301002.105.8036.2210.33D345.560.101

32、04.608@1508@1800.11701.0005.338@1508@1806091115021B311203.904.2036.7211.010.929167.390.05108.5410@1800.04487.508@1200.05731.32012.6610@1200.05361.32011.8412@180327462111B321103.453.9036.45210.670.885126.970.05476

33、.9510@2000.04495.7010@2000.06031.32410.1412@1800.05451.3249.1610@150347366101B33注：1、根據(jù)設(shè)計五所陳總《鋼筋混凝土雙向板彎矩及撓度系數(shù)、配筋計算表》2002新規(guī)范版編制。2、板號后帶“”者，計算短邊負(fù)筋時取h0=(板厚30mm)，無“”則取h0=(板厚20mm)。By27073、本表不適用于可變荷載大于4kNm2的房屋現(xiàn)澆板計算。4、對于長邊與短邊

溫馨提示

  • 1. 本站所有資源如無特殊說明，都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請下載最新的WinRAR軟件解壓。
  • 2. 本站的文檔不包含任何第三方提供的附件圖紙等，如果需要附件，請聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
  • 3. 本站RAR壓縮包中若帶圖紙，網(wǎng)頁內(nèi)容里面會有圖紙預(yù)覽，若沒有圖紙預(yù)覽就沒有圖紙。
  • 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
  • 5. 眾賞文庫僅提供信息存儲空間，僅對用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理，對用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯，并不能對任何下載內(nèi)容負(fù)責(zé)。
  • 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容，請與我們聯(lián)系，我們立即糾正。
  • 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時也不承擔(dān)用戶因使用這些下載資源對自己和他人造成任何形式的傷害或損失。

評論

0/150

提交評論