余政儲出【2016】49號地塊1?10#樓、地下室工程臨設方案編制人： 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、附圖臨設總平面布置圖臨設平面布置圖臨設排水平面布置圖立審附中金崛50另水他優(yōu)哽：外麻內環(huán)K胸區(qū).通通嘮累二,晶息3L相,術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