結(jié)構(gòu)計(jì)算書(shū)第十一分冊(cè)附圖

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層墻柱梁總數(shù)=78柱總數(shù)=30墻梁數(shù)=0墻柱數(shù)=21支撐數(shù)=Ym=-1313第2層墻柱0004支撐數(shù)=

Ym=-

Ys=-

第3層墻柱181200支撐數(shù)=第_1層梁、墻柱節(jié)點(diǎn)輸入及樓面荷載平面 [單位：kN/m（括號(hào)中為活荷載值） 第_2層梁、墻柱節(jié)點(diǎn)輸入及樓面荷載平面 [單位：kN/m附圖：2#汽車(chē)坡道

第_3層梁、墻柱節(jié)點(diǎn)輸入及樓面荷載平面 [單位：kN/m（括號(hào)中為活荷載值）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層混凝土構(gòu)件配筋及鋼構(gòu)件應(yīng)力比簡(jiǎn)圖(單位:cm*cm本層:層高=5450(mm)梁總數(shù)=78柱總數(shù)=30支撐數(shù)=墻總數(shù)= 墻柱數(shù)=21墻梁數(shù)=混凝土強(qiáng)度等級(jí):梁Cb=30柱Cc=40墻Cw=400000第2層混凝土構(gòu)件配筋及鋼構(gòu)件應(yīng)力比簡(jiǎn)圖(單位:cm*cm本層:層高=1600(mm)梁總數(shù)=0柱總數(shù)=0支撐數(shù)=墻總數(shù)= 墻柱數(shù)=4墻梁數(shù)=混凝土強(qiáng)度等級(jí):梁Cb=30柱Cc=30墻Cw=(白色墻體為短肢剪力墻,PL(0.03) (0.05) (0.03)

(0.03)

(0.03)

(0.04) (0.03)

(0.03)

(0.05)

(0.03)第3層混凝土構(gòu)件配筋及鋼構(gòu)件應(yīng)力比簡(jiǎn)圖(單位:cm*cm3900(mm)1812墻總數(shù)= 墻柱數(shù)=0墻梁數(shù)=4

Ym=-23

第1層墻柱梁總數(shù)61柱總數(shù)16墻梁數(shù)0墻柱數(shù)9支撐數(shù) 1*6 第_1層梁、墻柱節(jié)點(diǎn)輸入及樓面荷載平面 [單位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層混凝土構(gòu)件配筋及鋼構(gòu)件應(yīng)力比簡(jiǎn)圖(單位:cm*cm本層:層高3200(mm)梁總數(shù)61柱總數(shù)16支撐數(shù)墻總數(shù) 墻柱數(shù)9墻梁數(shù)混凝土強(qiáng)度等級(jí):Cb30Cc40Cw(白色墻體為短肢剪力墻,PL

350-

9Xs=9

4Ym=-4

32311第1層墻柱梁總數(shù)=12柱總數(shù)=0墻梁數(shù)=19支撐數(shù)=

1*7.4 第