【正文】 s plaint. In a statement the Russian side added: We found no racist insults from fans of CSKA. Age has reached the end of the beginning of a word. May be guilty in his seems to passing a lot of different life became the appearance of the same day。s governing body, has also ordered an immediate investigation into the referee39。s about how he felt and I would like to speak to him first to find out what his experience was. Uefa has opened disciplinary proceedings against CSKA for the racist behaviour of their fans during City39。s 150th anniversary celebrations and will attend City39。re clear about the terms of the agreement. It might be best to get advice from an experienced adviser, for example, at a Citizens Advice Bureau. To find your nearest CAB, including those that give advice by , click on nearest CAB. For more information about making a claim to an employment tribunal, see Employment tribunals. The (lack of) air up there Watch mCayman Islandsbased Webb, the head of Fifa39。t appealed against the disciplinary action your employer has taken against you. However, if you win your case, the tribunal may reduce any pensation awarded to you as a result of your failure to appeal. Remember that in most cases you must make an application to an employment tribunal within three months of the date when the event you are plaining about happened. If your application is received after this time limit, the tribunal will not usually accept it. If you are worried about how the time limits apply to you, take advice from one of the anisations listed under Further help. Employment tribunals are less formal than some other courts, but it is still a legal process and you will need to give evidence under an oath or affirmation. 33 Most people find making a claim to an employment tribunal challenging. If you are thinking about making a claim to an employment tribunal, you should get help straight away from one of the anisations listed under Further help. If you are being represented by a solicitor at the tribunal, they may ask you to sign an agreement where you pay their fee out of your pensation if you win the case. This is known as a damagesbased agreement. In England and Wales, your solicitor can39。 次梁的配筋圖 32 主梁的配筋圖 g an employment tribunal claim Employment tribunals sort out disagreements between employers and employees. You may need to make a claim to an employment tribunal if: ? you don39。0() ( 1 2 2 0 3 0 0 ) 8 0 0 . 9 5 5 61 7 5 4 4 0fffb b hbh? ? ??? ? ??。39。短期剛度： 2 52 2 13039。主梁各截面的裂縫寬度驗算過程見表 2，各截面的裂縫寬度均滿足要求。 驗算最小配箍率 3/ ( ) 1 0 0 .4 8 / ( 2 5 0 2 0 0 ) 2 .0 0 1 0s v s vA b s? ?? ? ? ? ? 30 .2 4 / 0 .2 4 1 .4 3 / 2 7 0 1 .2 7 1 0t y vff ?? ? ? ?，滿足要求。0 4 4 0 8 0 3 6 0 , / 3 6 0 / 3 0 0 1 .2 4w f wh h h m m h b? ? ? ? ? ? ? ?，截面尺寸按下式驗算： 0 m a x0 .2 5 0 .2 5 1 .0 1 4 .3 2 5 0 4 4 0 4 3 7 .9 3 1 7 7 .2 6ccf b h k N V k N? ? ? ? ? ? ? ? ? 截面尺寸滿足要求。10 80( ) 1 . 0 1 4 . 3 1 2 1 0 8 0 ( 4 4 0 )22fc f f hf b h h? ? ? ? ? ? ? ? 55 9 21 7k N m k N m?? 故屬于第一類 T 形截面。39。fb =1210mm，取 0 50 0 60 44 0h mm? ? ?。 主梁的計算簡圖見圖 27 內(nèi)力計算可采用等跨連續(xù)梁的內(nèi)力系數(shù)進(jìn)行計算，跨中和支座截面最大彎矩及剪力按下式計算： 1 0 2M k Gl k Ql?? 12V kG k Q?? 不同截面下的彎矩及剪力的計算見表 3，表 4 表 3 主梁彎矩計算 項次 荷載簡圖 1kM akM BkM 2kM bkM CkM ① ?? ?? ② ?? ?? ?? ?? ③ ?? ?? ?? ?? ④ ?? ?? ⑤ ?? ?? ?? ?? 基本不利內(nèi)力 ① +② ① +③ ① +④ ① +⑤ 主梁剪力值計算 序號 計算簡圖 ArkV BlkV BrkV ① ?? 28 ② ?? 00 ③ ?? ④ ?? ?? 最不利內(nèi)力 ① +② ① +③ ① +④ 主梁正截面受彎承載力計算 跨內(nèi)按 T 形截面計算，其翼緣寬度為： 011 5 7 0 0 1 9 0 0 4 8 0 033fnb l m m b s m m? ? ? ? ? ? ? 39。 荷載設(shè)計值： 26 由次梁傳來 ? = 主梁自重 ? ? （ ） ? ? 17? 2= 梁側(cè)抹灰 ? ? （ ） ? ? 17? 2= G= 活荷載設(shè)計值： 由次梁傳來 Q=? = G+Q= 主梁端部支承在磚墻上，支承長度為 370mm；中間支承在柱上，鋼筋混凝土柱截面為350mm ? 350mm ； 墻 、 柱 為 主 梁 的 鉸 支 座 ， 主 梁 連 續(xù) 梁 計 算 。 33 0 . 8 1 4 . 2 3 8 . 5 3 8 /44k q kq q k N m?? ? ? ? ? 撓度系數(shù)與板相同，撓度： 2 4 2 40 . 6 4 4 1 0 0 . 9 7 3 1 0kkg l q lf BB?????? 2 4 2 41 2 1 20 . 6 4 4 1 0 6 . 8 0 8 4 6 7 5 0 . 9 7 3 1 0 1 4 . 2 3 4 6 7 5 = 9 . 7 3 7 m m 2 3 . 3 7 59 . 2 6 7 1 0 9 . 2 6 7 1 0 2 0 0l mm??? ? ? ? ? ?? ? ??? 主梁的設(shè)計 、主梁計算 主梁按彈性理論設(shè)計。 長期剛度： 1 3 1 3 24 1 . 0 0 1 . 1 4 5 1 0 9 . 2 6 7 1 0( 1 ) 3 5 . 1 2 ( 2 1 ) 4 1 . 0 0k sqkMB B N m mMM?? ? ? ? ? ?? ? ? ? 其中， 21 ( 0 .0 7 8 9 .6 5 4 0 .1 8 .5 3 8 ) 4 .6 7 5 3 5 .1 2qM k N m? ? ? ? ? ? 39。39。2 .0 1 0 5 6 5 3 6 5 1 .1 4 5 1 0 N6 6 7 .1 4 8 . 3 1 01 .1 5 0 .2 1 .1 5 0 .7 7 2 + 0 .2 +1 3 .5 1 3 .5 1 . 6 7 5sssEfE A hB N m m m m????? ? ?? ? ? ?? ? ??? ?? ?? 其中， 30/ 56 5 / ( 20 0 36 5 ) 10sA bh? ?? ? ? ? ?； 54/ 2. 0 10 2. 8 10 7. 14E s cEE? ? ? ? ? ? ?； 39。 表 2 次梁的裂縫寬度驗算 截面 1 B 2 C 3 kM 2/sA mm 565 565 339 402 339 20/ 0 .8 7 ( / )sq k sM h A N m m? ? /te s teAA? ? 1 .1 0 .6 5 /tk te sqf? ? ??? /eqdd?? (mm) 12 12 12 12 12 (1 .9 0 .0 8 )eqcr s tedlc? ???(mm) m a x /cr cr sq sw l E? ? ?? (mm) 由荷載標(biāo)準(zhǔn)組合產(chǎn)生的跨中和支座彎矩： 2( 0 .0 7 8 1 0 . 3 7 0 .1 1 0 . 6 7 ) 4 .6 7 5 / 4 1 . 0 0 /kM k N m k N m? ? ? ? ? ? 2( 0 .1 0 5 1 0 . 3 7 0 .1 1 9 1 0 . 6 7 ) 4 .6 7 5 / 5 1 . 5 5 /BkM k N m k N m? ? ? ? ? ? ? ? 22 ( 0. 03 3 10 . 37 0. 07 9 10 . 67 ) 4. 55 0 / 24 . 54 /kM k N m k N m? ? ? ? ? ? 25 2( 0 .0 7 9 1 0 . 3 7 0 .1 1 1 1 0 . 6 7 ) 4 .5 5 0 / 4 1 . 4 8 /CkM k N m k N m? ? ? ? ? ? ? ? 23 ( 0. 04 6 10 . 37 0. 08 5 10 . 67 ) 4. 55 0 / 28 . 65 /kM k N m k N m? ? ? ? ? ? 次梁的撓度驗算 按等剛度跨度連續(xù)梁計算邊跨跨中撓度。變形鋼筋的相對粘度特征系數(shù) ?? ，混凝土的保護(hù)層厚度