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土木工程畢業(yè)設(shè)計(jì)-昆明某公司辦公樓設(shè)計(jì)(終稿)-wenkub.com

2025-06-01 12:51 本頁面
   

【正文】 s not needed. Instead, he plans to deploy his 270squarefoot (25squaremeter) main chute at an altitude of around 5,000 feet (1,524 meters). In order to deploy this chute successfully, he will have to slow to 172 mph (277 kph). He will have a reserve parachute that will open automatically if he loses consciousness at mach speeds. Even if everything goes as planned, it won39。t start planning... Those years, those days of do, finally, like youth, will end in our life. 此刻,天空是陰暗的,空氣里有著剛下過雨之后的清新因子。 At the moment, the sky is dark, the air is fresh factor after just rained. Suddenly thought of blue plaid shirt。想要的,不想要的,界限明確,好像沒有什么可以撼動(dòng)自己。t remember his appearance. 童年時(shí),覺得壓歲錢和新衣服是過年必備,但是隨著年齡的推進(jìn),會(huì)越來越發(fā)現(xiàn),那些東西根本就可有可無;初中時(shí),以為要有一場(chǎng)暗戀才意味著真正的成長(zhǎng),但三年過去后,自己心平氣和的寫同學(xué)錄的時(shí)候,突然就發(fā)現(xiàn)是不是真正的成長(zhǎng)了,好像并沒有 那么重要了;然后到了高中,覺得非要吐露出自己的心聲才能為高中生涯里的懵懂情愫劃上一個(gè)句點(diǎn),但畢業(yè)晚會(huì)的時(shí)候最終還是被梗塞在了咽喉,后來再次站在他曾經(jīng)揮汗如雨的球場(chǎng),看著他投過籃球的球框時(shí),突然間發(fā)現(xiàn)自己已經(jīng)想不起他的容顏。 Junior high school, thought to have a crush on just means that the real growth, but over the past three years later, his writing of alumni in peace, suddenly found that isn39?;蛟S是愧疚于自己似乎把轉(zhuǎn)瞬即逝的很多個(gè)不同的日子過成了同一天的樣子;或許是追溯過去,對(duì)自己那些近乎偏執(zhí)的怪異信念的醒悟,這些天以來,思緒一直很凌亂,在腦海 中不斷糾纏。s governing body, has also ordered an immediate investigation into the referee39。s 150th anniversary celebrations and will attend City39。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. 37 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. 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。 由于 風(fēng) 荷載作用下的組合與考慮地震組合相比,一般較小,對(duì)于結(jié)構(gòu)設(shè)計(jì)不起控制作用,故不考慮。 N1A 上 =N1A 下 =+20,58=。 N3D 上 =N3D 下 =+=。 N4B 上 =N4B 下 =+=。 V2DB=*(+)/=22KN V1AB=*6/2(+)/6=。 V4DB=*(+)/= V3AB=*6/2(+)/6=。 N1D 下 =+=。 N1A 下 =+=。 N2B 下 =+=。 N3D 下 =+=。 N3A 下 =+=。 N4B 下 =+=。Z2自重 =***25= 根據(jù) :NL 上 =NUVL+VR, NL 下 =NL 上 +柱自重 。 V2BA=*6/2(+)/6= V2BD=*(+)/=。 V4BA=*6/2(+)/6= V4BD=*(+)/=。 N2D=+= 第一層 :N1A==。 N4D= 第三層 :N3A==。 21 第四層 : V4A=V4br=(+)/6=。 第二層 : V2A=V2br=(+)/6=。 Mc4A 下 = = Mc4B 上 =( ) =。 Mc2D 下 = = 第三層 : Mc3A 上 =( ) =。 Mc1B 下 = = Mc1D 上 =( ) =。m)I b = 0( m4)K b =E c I b /l(kN 墻體自重計(jì)算見下表 墻體位置 墻體面積 (㎡ ) 重量(KN) 女兒墻 (+) 2= 二 \三 \四層 2+( 2+ 7+ 5+ 6+ 5) 2 10= 底層墻 2+( 2+ 7+ 5+ 6+ 5) 2 2= 門窗 重力荷載標(biāo)準(zhǔn)值 鋁合金門窗自重按照 ㎡ . 門窗位置 門窗面積 (㎡ ) 重量 (KN) 二 \三 \四層 2 10+ 18= () 底層門窗 2 8+ 2+ 16=126 () 5. 樓梯 荷載 重力 標(biāo)準(zhǔn)值 樓梯斜段恒 11 重 :樓梯尺寸示意圖 踏步面層自重 : (+) 20/=㎡ 鋸齒形斜面板自重 : (+) 25=㎡ 板底抹灰自重 : 20/=㎡ 小計(jì) :㎡ 樓梯段自重 荷載標(biāo)準(zhǔn)值 合計(jì) : 9 = 樓梯段活荷載 標(biāo)準(zhǔn)值 合計(jì) : 9 = 平臺(tái)自重荷載標(biāo)準(zhǔn)值合計(jì) : 25= 平臺(tái)活荷載標(biāo)準(zhǔn)值合計(jì) : = 分層匯總 。例如: KJL1=200 500,凈長(zhǎng)度 ,每根重量為: 25=。 KJL2=200 500。 柱的高度 底層高度 h= 3300+450+500= 4250mm,其中 450mm 為室內(nèi)外高差, 500mm 為基礎(chǔ)頂層 至室外地面的高度。肋梁樓蓋結(jié)構(gòu)具有良好的技術(shù)經(jīng)濟(jì)指標(biāo),可以最大限度地節(jié)省混凝土和鋼筋的用量,能充分發(fā)揮材料的作用,結(jié)構(gòu)整體性好,抗震性能好,且結(jié)構(gòu)平面布置靈活,易于滿足樓面不規(guī)則布置、開洞等要求,容易適用各種復(fù)雜的結(jié)構(gòu)平面及各種復(fù)雜的樓面荷載。本設(shè)計(jì)四層的多層結(jié)構(gòu),根據(jù)辦公樓的功能使用性進(jìn)行結(jié)構(gòu)布置。常見的豎向承重體系包括磚混結(jié)構(gòu)體系、框架結(jié)構(gòu)體系、剪力墻結(jié)構(gòu)體系、框架 剪力墻結(jié)構(gòu)體系及筒體結(jié)構(gòu)體系等。一般情況下,框架結(jié)構(gòu)是一個(gè)空間受力體系。 結(jié)構(gòu)布置計(jì)算 根據(jù)該房屋的使用功能及建筑 設(shè)計(jì)的要求,進(jìn)行了建筑平面 .立面及剖面設(shè)計(jì)。 C 濕度:相 對(duì)濕度平均 69%— 84% 最大降雨量:日最大 ,時(shí)最大 基本風(fēng)壓: ㎡ 最大雪壓: ㎡ 五、抗震設(shè)防烈度: 本工程抗震設(shè)防標(biāo)準(zhǔn)為 8 度 設(shè)計(jì)基本地震加速度值為 ,丙 類建筑。具體詳建筑施工圖紙。建設(shè)地點(diǎn):昆明市。 總建筑面積控制在 2021 平方米以內(nèi),建筑層數(shù)四層。 二、工程地質(zhì)條件 室外地面標(biāo)高: 各土層的主要力學(xué)指標(biāo) 土層編號(hào) 土層名稱 rKN/m2 G ω % e ω l % ω p % Ip IL Sr Es fak Kpa 1 雜填土 16 85 2 粘土 20 13
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