臨時設(shè)施方案

余政儲出【2016】49號地塊1?10#樓、地下室工程臨設(shè)方案編制人： 審核人： 審批人： 時間： 余政儲出（2016余政儲出（2016）49號1-10#樓、地下室工程 臨設(shè)方案#L3=2.54xl.5x0.65=2.48KN/mL4=2.54xl.5x0.65=2.48KN/mL5=2.54xl.5x0.6=2.29KN/mL=2.54x1.5x0.15+0.2(欄桿)=0.77KN/mo次梁作用于主梁的荷載%P? 辛 耳卜RR 4 \k>1/xJ/y900900900600900300t00Ft f f-f1))6f n* P=1.34x3.6=6.2KNP2=3.43x3.6=12.3KNP3=2.48x3.6=8.93KNP3=2.48x3.6=8.93KNP5=2.29x3.6=8.24KNP=0.77x3.6=2.77KNo次梁的計算lm2=o0.35R-0.9R=0上 斜R二R°xsin(90o-75o)=6.174x0.259=1.6KN斜20.35R上=0.9R斜R上=0.9x1.6：0.35=4.11KNR上上弦2L30x3fu實二(4.11x1000);(3.498x100)=4110:349.8=11.75<f『375N/mm28.7底層柱的計算：600090090090090090060(T90030600090090090090090060(T90030P/361RR￡Ma=06RB+7.2RC-0.9P2-1.8P2-2.7P2-3.6P2-4.5P2-5.4P3-6(P4+13.61)-6.9P5-7.2(P6+2.27)=06RB+7.2RC-13.5P2-5.4P3-6P4-4x13.61-6.9P5-7.2P6-7.2x2.27=06RB+5RC-5.4x12.3-3.6x8.93-4x8.93-39.32-4.9x8.24-5.2x2.77-14.4=06Rb+5Rc66.42-32.15-35.72-39.32-40.38-14.4-14.4=06Rb+5Rc-242.79=0￡Mb=06RA+4(P1+7.56)+5.1P2+2.2P2+1.3P2+0.4P3-0.9P5-1.2(P6+2.27)+1.2RC=06RA+4Pl+4x11.34+3.1P2+4.2P2+3.3P2+2.4P2+1.5P2+0.6P3-0.9P5-1.2P6-1.2x2.27+1.2RC=06Ra+49.2+30.24+81.18+3.57-14.06+1.2Rc=01.2Rc-4Ra+150.13=0￡Mc=07.2xP1+7.2+11.34+6.3P2+5.4P2+3.5P2+2.6P2+1.8P3+1.2P4+1.2x9.8+0.3P5-5.2RA-1.2Rb=032.24+39.31+10.2x12.3+1.6x8.93+1.2x8.93+11.8-0.3x8.24-5.2RA-1.2RB=0231.34-5.2Ra-1.2Rb=0解得：Ra=50.55KN

RB=61.4KNRC=16.28KNM5Q55KNuu滿足要求，安全。取RB即B軸線柱（最大值）H248*124*5*8A=1896mm2f=61.4KNX896=61400X896=32.38<f=375N/mm2九、附圖臨設(shè)總平面布置圖臨設(shè)平面布置圖臨設(shè)排水平面布置圖立審附中金崛50另水他優(yōu)哽：外麻內(nèi)環(huán)K胸區(qū).通通嘮累二,晶息3L相,術(shù)H1同初/里+?(￡依1H■市*&建H■計加洋跑尾牌矗中M顯文叱附三4240勘由二40尊環(huán)方相酸*I通、邙版總小出明- 匚*?雄