结构计算书第十一分册附图

3=0=6=0=3=0

4=16=12=0=0=0_1 [ kN/m[]<> kN/m_3 [ kN/m[]<>_4[ kN/m[[>1(:cm*cm:=3650==1=0=31==:Cb=Cc=Cw=30()2(:cm*cm:=5850===0=22==:(Cb=Cc=Cw=30) 3G0.3- 3G0.3- 3G0.3- 3G0.3- 3G0.3- 3G0.3-3(:cm*cm):=1850(mm)=0=6==14 =3=0:Cb=30Cc=30Cw=30(,PL(0.02)

0.33-0-

(0.02)(0.03)

0.47-0-

(0.03)(0.03)

0.47-0-

(0.03)(0.03)

0.47-0-

(0.03)(0.03)

0.47-0-

(0.03)(0.02)

0.33-0-

(0.02)4(:cm*cm):=2810(mm)=16=12==0 =0=0:Cb=30Cc=30Cw=30(,PL

4

1

55

3

2(1)

99

2 12 2 300

8866

第1层墙柱梁总数=78柱总数=30墙梁数=0墙柱数=21支撑数=Ym=-1313第2层墙柱0004支撑数=

Ym=-

Ys=-

第3层墙柱181200支撑数=第_1层梁、墙柱节点输入及楼面荷载平面 [单位：kN/m（括号中为活荷载值） 第_2层梁、墙柱节点输入及楼面荷载平面 [单位：kN/m附图：2#汽车坡道

第_3层梁、墙柱节点输入及楼面荷载平面 [单位：kN/m（括号中为活荷载值）G0.4- G0.4- 16-0- 19-0- G1.5-4G1.3-0-0-49-31-G1.2-G1.5-4G1.3-0-0-49-31-G1.2-0-0-40-24-

6-15-22-5-8-28-

11G1.3-

6-16-

G1.5-

G1.6-G1.6-G0.4-G0.4-

17-0-17-15-G0.4- 5-0- 4-0- 3-5-G0.8-6-0-6-29-G1.0-7-0-7-34-G0.7-7-0-7-27-3-0-3-5-G0.4-12-0-12-9-G0.4-6-0-6-5- G0.8- G0.4- 5-0- 4-0- 3-5-G0.8-6-0-6-29-G1.0-7-0-7-34-G0.7-7-0-7-27-3-0-3-5-G0.4-12-0-12-9-G0.4-6-0-6-5-5555555 7-0- 26-6- 24-6- 24-6- 29-0- 5555555G0.4-3-4-G0.4- 5-3- 3-5-G0.4-0.0 9-0- 3-3- 3-5-G0.4-0.0 8-0- 3-3- 3-5-G0.4- 8-0- 3-0- 3-5-G0.4-12-9-120.012-0- 12-0-G0.4-3-4-G0.4- 5-3- 3-5-G0.4-0.0 9-0- 3-3- 3-5-G0.4-0.0 8-0- 3-3- 3-5-G0.4- 8-0- 3-0- 3-5-G0.4-12-9-120.012-0- 12-0- 12-9-G0.4-0-0-7-7- G1.0- G0.8- G0.8- G0.8- G1.0- 555555 7-0- 30-6- 25-6- 24-6- 31-0- 555555G0.4-G0.4-G0.5-3-5-12-9-G0.4-8-0-8-6-G1.6-5G0.7- 12-35- 5G0.7- 8-25- 5G0.7- 8-29-G0.4-G0.4-G0.5-3-5-12-9-G0.4-8-0-8-6-G1.6-12-0-9-16-

G0.4-G0.4-

G3.8-3-5-G3.8-3-5-G1.3-00

H1.2G13-0 H1.219-17-

8-0-3-8-8-0-3-8-3-5-G1.3-3-5-G1.3-

G04-G04-3-3-

G0.4-12-9-G0.4-8-6-8-6-5-0-5-5-5-0-5-5-G0.4-0

01.6G0.5-054-3-5

0

12-0-9-21-15-0-9-30-

(0.0)(0.0)

9-0-29-29-9-0-42-42-

2-2-

5 G0.5-0.5 G0.5-0.5

3-0-3-3-

0

00002-0-2-2-2-0-2-2-3-4-010-13-10-10-VT2-010-13-10-10-VT2-00002-4-0009-8-

26-0-9-12-

0-0-22-23- 第1层混凝土构件配筋及钢构件应力比简图(单位:cm*cm本层:层高=5450(mm)梁总数=78柱总数=30支撑数=墙总数= 墙柱数=21墙梁数=混凝土强度等级:梁Cb=30柱Cc=40墙Cw=400000第2层混凝土构件配筋及钢构件应力比简图(单位:cm*cm本层:层高=1600(mm)梁总数=0柱总数=0支撑数=墙总数= 墙柱数=4墙梁数=混凝土强度等级:梁Cb=30柱Cc=30墙Cw=(白色墙体为短肢剪力墙,PL(0.03) (0.05) (0.03)

(0.03)

(0.03)

(0.04) (0.03)

(0.03)

(0.05)

(0.03)第3层混凝土构件配筋及钢构件应力比简图(单位:cm*cm3900(mm)1812墙总数= 墙柱数=0墙梁数=4

Ym=-23

第1层墙柱梁总数61柱总数16墙梁数0墙柱数9支撑数 1*6 第_1层梁、墙柱节点输入及楼面荷载平面 [单位kN/m0

17-5-

0-0-

6-5-

G0.6-0-0-

6-0-

0-5-

9-8-

0-0-6-6-G0.6-9-9-G0.6-0-5-6-5-G0.2-G0.6-9-9-G0.6-0-5-6-5-G0.2-5-0-5-14-G0.2-5-0-5-14-

12-13-

12-7-

6-5-7-0-4-7-117-0-4-7-

5-5-VT2-

G0.2-3-0-4-12-G0.4-G0.4-7-0-4-8-G0.2-3-0-4-12-G0.4-G0.4-7-0-4-8-G0.4-G0.4-3-0-5-16-7-0-4-8-G0.2-3-0-4-12-G0.4-3-0-4-13-

6-5-VT5-

5-5-

9-8-11G1.7-

8-11- 11-9-G0.6-G0.6-

8-0- 6-5-4G0.4-0.4 8-0- 6-5-4

G0.4-

G0.4-G0.4-

1G0.6-1

G0.6-

3-0-4-9-3-0-4-9-

1G0.6-1

3-0-5-9-3-0-5-9-

G0.6-

G0.4-G0.4-

1G0.6-111

4-0- 0

6-0-

0-5-

15-5-

0-0-

0-5-

14-5-

0-0-

0-5-

11-8-3-2-11G1.7-

5-6VT1-

6-5-

11-12- 10-5- 5-911G1.7-

10-12- 11-6-VT1-

9-8-11G1.7-

8-10- 11-8-00第1层混凝土构件配筋及钢构件应力比简图(单位:cm*cm本层:层高3200(mm)梁总数61柱总数16支撑数墙总数 墙柱数9墙梁数混凝土强度等级:Cb30Cc40Cw(白色墙体为短肢剪力墙,PL

350-

9Xs=9

4Ym=-4

32311第1层墙柱梁总数=12柱总数=0墙梁数=19支撑数=

1*7.4 第