Seismic Design Ubc

8/12/2019 Seismic Design Ubc

1/19

x y

1 25 17.5 3937.5 12.5 8.75 49218.75 34453.13

2 0 0 0.0 0 0 0.00 0.00

WL1 8.1 0.2 121.5 11.05 13.15 1342.58 1597.73

WL2 8.1 0.2 121.5 13.85 13.15 1682.78 1597.73

WL3 1.6 0.2 24.0 11.35 8.1 272.40 194.40

WL4 1.6 0.2 24.0 13.55 8.1 325.20 194.40WL5 1.2 0.25 22.5 0.13 0.85 2.93 19.13

WL6 1.2 0.25 22.5 0.13 16.85 2.93 379.13

WL7 1.2 0.25 22.5 24.8 0.85 558.00 19.13

WL8 1.2 0.25 22.5 24.8 16.85 558.00 379.13

WT1 3 0.25 56.3 12.45 17.33 700.31 974.81

WT2 3 0.2 45.0 12.45 9 560.25 405.00

WT3 2.4 0.2 36.0 12.45 7.2 448.20 259.20

WT4 1.1 0.25 20.6 0.55 0.125 11.34 2.58

WT5 1.35 0.25 25.3 24.25 0.125 613.83 3.16

WT6 1.1 0.25 20.6 24.55 17.33 506.34 357.43

4522.3125 56803.83 40836.06

Xm= 12.56 m

Ym= 9.03 m

X DIRECTION

d (m) t (m)

WX1 3 0.25 0.56 839 17.33 14545

WX2 3 0.2 0.45 671 9 6043

WX3 2.4 0.2 0.23 406 7.2 2927

WX4 1.1 0.25 0.03 66 0.125 8

WX5 1.35 0.25 0.05 116 0.125 15

WX6 1.1 0.25 0.03 66 17.33 1140

CHECK SUM 1.35 2165 24677

wi*yi

Shear Wall I(m4) Ki(MN/m) yi(m) Ki*yi

dimintions (m)

cordinateSegment w.t(KN) yi(m) wi*xi

center of mass:

xi(m)

center of rigidity:


2/19

d (m) t (m)

WY1 8.1 0.2 8.86 3576 11.05 39514

WY2 8.1 0.2 8.86 3576 13.85 49527

WY3 1.6 0.2 0.07 147 11.35 1667

WY4 1.6 0.2 0.07 147 13.55 1991

WY5 1.2 0.25 0.04 84 0.13 11

WY6 1.2 0.25 0.04 84 0.13 11

WY7 1.2 0.25 0.04 84 24.8 2081

WY8 1.2 0.25 0.04 84 24.8 2081

CHECK SUM 18.00 7781 96884

Xr= 12.45 m

CHECK ex= 0.11 m

ey= -2.37 m

ex total= -1.14 m

ey total= -3.24 m

check

ZARQA stiff soil Sc

check Z=0 .15 R=4.5 Ca=0.15

value Cv=0.15 I=1 7 floors check # of floor

9.54 m

0.2649 sec I= (16*V*R*H^2)/(10^7)

Ft=0.0 I FOR THE BUILDING MUST BE LARGER THAN THIS

31656.2 KN check # of floor

V= 3983.42 KN

2638.02 KN

522.33 KN

Vx=Vy= 2638 KN

CHECK FOR SHEAR WALL

2A

total weight =

hn=

Ta=

Ta


3/19


4/19

671 9 11.40 -2.40 3862

406 7.2 11.40 -4.20 7165

66 0.125 11.40 -11.27 8359

116 0.125 11.40 -11.27 14767

66 17.33 11.40 5.93 2314

2165 65997

Ky(MN/m) Xi(m) Xr(m) Xi-Xr Ky(Xi-Xr)2

3576 11.05 12.45 -1.40 7015

3576 13.85 12.45 1.40 7002

147 11.35 12.45 -1.10 178

147 13.55 12.45 1.10 178

84 0.13 12.45 -12.32 12740

84 0.13 12.45 -12.32 12740

84 24.8 12.45 12.35 12800

84 24.8 12.45 12.35 12800

7781 65453

Jr= 131449.55

Xm= 12.56 mXr= 12.45 m

x' -1.401 m

floor No. h(m) h*n(m) Fy(KN) Qy(KN) Qy cumulative(KN) M(KN.m)

7 3 21 660 274 274 823

6 3 18 565 235 510 2352

5 3 15 471 196 706 4469

4 3 12 377 157 862 7057

3 3 9 283 118 980 9997

2 3 6 188 78 1059 13173

1 3 3 94 39 1098 16466

VE(KN) 1098

WY8

walls

WY1

WY2

WY3

WY4

WY6

WY5

WX3

WX4

y- direction:

for WY1 :

WX2

WX5

WX6

WY7


5/19

ME(KN.m) 16466

Ym= 9.03 m

Yr= 11.40 m

Yi= 5.932 m

floor No. h(m) h*n(m) Fx(KN) Qx(KN) Qx cumulative(KN) M(KN.m)

7 3 21 660 337 337 1010

6 3 18 565 289 625 2886

5 3 15 471 240 866 5483

4 3 12 377 192 1058 8658

3 3 9 283 144 1202 12265

2 3 6 188 96 1299 16161

1 3 3 94 48 1347 20201

VE(KN) 1347

ME(KN.m) 20201

Xm= 12.56 m

Xr= 12.45 m

x'= 1.399 m

floor No. h(m) h(m) Fy(KN) Qy(KN) Qy cumulative(KN) M(KN.m)

7 3 21 660 332 332 995

6 3 18 565 284 616 2843

5 3 15 471 237 853 5402

4 3 12 377 190 1042 8529

3 3 9 283 142 1185 12083

2 3 6 188 95 1279 15921

1 3 3 94 47 1327 19901

VE(KN) 1327

ME(KN.m) 19901

Ym= 9.03 m

Yr= 11.40 m

Yi= -2.398 m

for WX1 :

for WY2 :

for WX2 :


6/19

floor No. h(m) h(m) Fx(KN) Qx(KN) Qx cumulative(KN) M(KN.m)

7 3 21 660 178 178 535

6 3 18 565 153 331 1529

5 3 15 471 127 459 2904

4 3 12 377 102 560 4586

3 3 9 283 76 637 6496

2 3 6 188 51 688 8560

1 3 3 94 25 713 10700

VE(KN) 713

ME(KN.m) 10700

Xm= 12.56 m

Xr= 12.45 m

Xi= -1.101 m

floor No. h(m) h*n(m) Fy(KN) Qy(KN) Qy cumulative(KN) M(KN.m)7 3 21 660 12 12 35

6 3 18 565 10 21 99

5 3 15 471 8 30 188

4 3 12 377 7 36 296

3 3 9 283 5 41 420

2 3 6 188 3 44 553

1 3 3 94 2 46 692

VE(KN) 46

ME(KN.m) 692

Ym= 9.03 m

Yr= 11.40 m

Yi= -4.198 m

for WY3 :

for WX3 :


7/19

floor No. h(m) h*n(m) Fx(KN) Qx(KN) Qx cumulative(KN) M(KN.m)

7 3 21 660 96 96 288

6 3 18 565 82 178 823

5 3 15 471 69 247 1564

4 3 12 377 55 302 2470

3 3 9 283 41 343 3499

2 3 6 188 27 370 4611

1 3 3 94 14 384 5763

VE(KN) 384

ME(KN.m) 5763

Xm= 12.56 m

for WL4 :


8/19

25 9 KN/m2

7 2 KN/m2

d t X Y

WY1 8.1 0.2 1.62 0 0 284 0 284 0

WY2 8.1 0.2 1.62 0 0 284 0 284 0

WY3 1.6 0.2 0.32 0 0 56 0 56 0

WY4 1.6 0.2 0.32 0 0 56 0 56 0

WY5 1.2 0.25 0.3 0 0 53 0 53 0

WY6 1.2 0.25 0.3 0 0 53 0 53 0

WY7 1.2 0.25 0.3 0 0 53 0 53 0

WY8 1.2 0.25 0.3 0 0 53 0 53 0

d t X YWX1 3 0.25 0.75 0 0 131 0 131 0

WX2 3 0.2 0.6 0 0 105 0 105 0

WX3 2.4 0.2 0.48 0 0 84 0 84 0

WX4 1.1 0.25 0.275 0 0 48 0 48 0

WX5 1.35 0.25 0.3375 0 0 59 0 59 0

WX6 1.1 0.25 0.275 0 0 48 0 48 0

X- direction:

PD(KN) P

D total(KN) P

L(KN)

0.00

S.W dimension

A(SW) T.A

A(T.A)

0.00

0.00

0.00

0.00

WD=

WL=

self w.tT.A

no. of floors=

PL(KN)PD total(KN)

0.00

dimension

0.00

0.00

PD(KN)A(T.A)

0.00

self w.t

0.00

0.00

0.00

0.00

0.00

Service Loads:

Y- direction:

S.W A(SW)

c(KN/m3)=


9/19


10/19

S.W A(m2) Pu(KN) Mu(KN.m) d/2(m) I(m

4) Fc(Mpa) 0.2*f c B.E

WY1 1.62 340 16466 4.05 8.857 7.7 5 need

WY2 1.62 340 19901 4.05 8.857 9.3 5 need

WY3 0.32 67 692 0.8 0.068 8.3 5 need

WY4 0.32 67 172 0.8 0.068 2.2 5 no need

WY5 0.30 63 72 0.6 0.036 1.4 5 no need

WY6 0.30 63 72 0.6 0.036 1.4 5 no need

WY7 0.30 63 785 0.6 0.036 13.3 5 need

WY8 0.30 63 782 0.6 0.036 13.3 5 need

WX1 0.75 158 20201 1.5 0.563 54.1 5 need

WX2 0.60 126 10700 1.5 0.450 35.9 5 need

WX3 0.48 101 5763 1.2 0.230 30.2 5 need

WX4 0.28 58 1210 0.55 0.028 24.2 5 need

WX5 0.34 71 799 0.675 0.051 10.7 5 need

WX6 0.28 58 1583 0.55 0.028 31.6 5 need

Cheack if Boundary Elements is required:


11/19

S.W d/2(m) t(m) f c (Mpa) T(KN) fy(Mpa) s As(mm2) n20 N25 n22 TMAX

WY1 4.05 0.2 25 1567 420 0.87 4289 14 9 11 66516.5

WY2 4.05 0.2 25 1885 420 0.87 5159 16 11 14 80431.0

WY3 0.8 0.2 25 333 420 0.87 910 3 2 2 519.7

WY4 0.8 0.2 25 89 420 0.87 244 1 0 1 104.0

WY5 0.6 0.25 25 53 420 0.87 145 0 0 0 11.7

WY6 0.6 0.25 25 53 420 0.87 145 0 0 0 11.7

WY7 0.6 0.25 25 498 420 0.87 1364 4 3 4 439.5

WY8 0.6 0.25 25 497 420 0.87 1360 4 3 4 438.0

WX1 1.5 0.25 25 5070 420 0.87 13875 44 28 37 30222.9

WX2 1.5 0.2 25 2691 420 0.87 7364 23 15 19 15986.7WX3 1.2 0.2 25 1814 420 0.87 4963 16 10 13 6865.6

WX4 0.55 0.25 25 832 420 0.87 2278 7 5 6 636.7

WX5 0.675 0.25 25 453 420 0.87 1239 4 3 3 503.9

WX6 0.55 0.25 25 1087 420 0.87 2974 9 6 8 841.8

Design of B.E:


12/19


13/19

S.W Ag(mm2) As(mm2) fcu(Mpa) fy(Mpa) c st Pn(KN) Pu(KN)WL1 200000 4289 25 420 0.67 0.87 2850 340

WL2 140000 5159 25 420 0.67 0.87 2586 340

WL3 140000 910 25 420 0.67 0.87 1422 67

WL4 140000 244 25 420 0.67 0.87 1239 67

WL5 125000 145 25 420 0.67 0.87 1087 63

WL6 125000 145 25 420 0.67 0.87 1087 63

WL7 125000 1364 25 420 0.67 0.87 1421 63

WL8 125000 1360 25 420 0.67 0.87 1420 63

WT1 175000 13875 25 420 0.67 0.87 5268 158

WT2 140000 7364 25 420 0.67 0.87 3191 126WT3 200000 4963 25 420 0.67 0.87 3035 101

WT4 125000 2278 25 420 0.67 0.87 1671 58

WT5 125000 1239 25 420 0.67 0.87 1386 71

WT6 125000 2974 25 420 0.67 0.87 1862 58

Check Pn :


14/19

S.W hn(m) ME(KN.m) ME/0.5hn Vu(KN) wall design

WY1 21 16466 1568.18 1098 design

WY2 9.54 19901 4172.22 1327 design

WY3 9.54 692 144.99 46 design

WY4 9.54 172 36.05 19 design

WY5 9.54 72 15.09 5 design

WY6 9.54 72 15.09 5 designWY7 9.54 785 164.57 53 design

WY8 9.54 782 164.03 52 design

WX1 9.54 20201 4235.03 1347 design

WX2 9.54 10700 2243.15 713 design

WX3 9.54 5763 1208.24 384 design

WX4 9.54 1210 253.71 81 design

WX5 9.54 799 167.52 53 design

WX6 9.54 1583 331.88 106 design

Check Wall Reinforcement:


15/19

Vu

> Vu

> Vu

Vu

S.W d(m) t(m) fc 0.5x103 Vu(KN) (1)Check wall Rein. wall design (2)Check curtains No. of curtains

WY1 8.1 0.2 5000 1098 675.00 Design The Wall 1350.00 one curtain

WY2 8.1 0.2 5000 1327 675.00 Design The Wall 1350.00 one curtain

WY3 1.6 0.2 5000 46 133.33 ign The Wall with 266.67 Two curtains

WY4 1.6 0.2 5000 19 133.33 ign The Wall with 266.67 Two curtainsWY5 1.2 0.25 5000 5 125.00 ign The Wall with 250.00 Two curtains




WX1 3 0.25 5000 1347 312.50 Design The Wall 625.00 one curtain

WX2 3 0.2 5000 713 250.00 Design The Wall 500.00 one curtain

WX3 2.4 0.2 5000 384 200.00 Design The Wall 400.00 one curtain

WX4 1.1 0.25 5000 81 114.58 ign The Wall with 229.17 Two curtains



Check Wall Design & Curtains:

(t*d*fc 0.5*103)/12

1Design The Wall

(t*d*fc 0.5*103)/12Design The Wall with min.

(t*d*fc 0.5*103)/6

2

Use One Curtain

(t*d*fc 0.5*103)/6

Use Two Curtain


16/19

S.W d(mm) t(mm) fy(Mpa) fc0.5(Mpa) Vu(N) hn/d c t min Ast(mm2) spacing(mm)

WY1 8100 200 414 5.0 1097722.5 1.14815 0.17 0.0000 0.0025 500 12 226

WY2 8100 200 414 5.0 1326766.3 1.14815 0.17 0.0004 0.0025 500 12 226

WY3 1600 200 414 5.0 46105.827 5.8125 0.17 -0.0016 0.0025 500 12 226

WY4 1600 200 414 5.0 19106.868 5.8125 0.17 -0.0019 0.0025 500 12 226

WY5 1200 250 414 5.0 4798.5254 7.75 0.17 -0.0020 0.0025 625 12 181

WY6 1200 250 414 5.0 4798.5254 7.75 0.17 -0.0020 0.0025 625 12 181WY7 1200 250 414 5.0 53009.117 7.75 0.17 -0.0015 0.0025 625 12 181

WY8 1200 250 414 5.0 52162.351 7.75 0.17 -0.0015 0.0025 625 12 181

WX1 3000 250 414 5.0 1346738.2 3.1 0.17 0.0034 0.0025 842 12 134

WX2 3000 200 414 5.0 713321.25 3.1 0.17 0.0015 0.0025 500 12 226

WX3 2400 200 414 5.0 384221.04 3.875 0.17 0.0004 0.0025 500 12 226

WX4 1100 250 414 5.0 80679.454 8.45455 0.25 -0.0021 0.0025 625 12 181

WX5 1350 250 414 5.0 53271.967 6.88889 0.17 -0.0016 0.0025 625 12 181

WX6 1100 250 414 5.0 105539.23 8.45455 0.17 -0.0009 0.0025 625 12 181

Horizontal Reinforcement :


17/19

S.W d(mm) t(mm) hn/d L Ast(mm2) spacing(mm)

WY1 8100 200 2.356 0.0025 500 12 226

WY2 8100 200 2.356 0.0025 500 12 226

WY3 1600 200 11.925 0.0025 500 12 226

WY4 1600 200 1.290 0.0025 500 12 226

WY5 1200 250 15.900 0.0025 625 12 181

WY6 1200 250 15.900 0.0025 625 12 181

WY7 1200 250 15.900 0.0025 625 12 181

WY8 1200 250 15.900 0.0025 625 12 181

WX1 3000 250 6.360 0.0034 842 12 134

WX2 3000 200 6.360 0.0025 500 12 226

WX3 2400 200 7.950 0.0025 500 12 226

WX4 1100 250 17.345 0.0025 625 12 100

WX5 1350 250 14.133 0.0025 625 12 181

WX6 1100 250 17.345 0.0025 625 12 100

Vertical Reinforcement :


18/19

use 10 Ties

S.W t/4(mm) 6db(mm) 150(mm) spacing(mm) hc(mm) fc(Mpa) fy(Mpa) Asmin(mm2) Abar of ties ok or not ok

WY1 60 150 150 60 20 25 420 64 78.50 ok

WY2 60 150 150 60 20 25 420 64 78.50 ok

WY3 60 150 150 60 20 25 420 64 78.50 ok

WY4 60 150 150 60 20 25 420 64 78.50 ok

WY5 60 150 150 60 20 25 420 64 78.50 ok

WY6 60 150 150 60 20 25 420 64 78.50 okWY7 60 150 150 60 20 25 420 64 78.50 ok

WY8 60 150 150 60 20 25 420 64 78.50 ok

WX1 60 150 150 60 20 25 420 64 78.50 ok

WX2 60 150 150 60 20 25 420 64 78.50 ok

WX3 60 150 150 60 20 25 420 64 78.50 ok

WX4 60 150 150 60 20 25 420 64 78.50 ok

WX5 60 150 150 60 20 25 420 64 78.50 ok

WX6 60 150 150 60 20 25 420 64 78.50 ok

Spacing of Ties of B.E:

db


19/19

d t Spacing(mm) Spacing(mm) L t No.

WY1 8100 200 one curtain 12 226 12 226 1000 200 9 25 10@60 mm

WY2 8100 200 one curtain 12 226 12 226 700 200 11 25 10@60 mm

WY3 1600 200 Two curtains 12 226 12 226 700 200 2 25 10@60 mm

WY4 1600 200 Two curtains 12 226 12 226 700 200 0 25 10@60 mm

WY5 1200 250 Two curtains 12 180.8 12 180.8 500 250 0 25 10@60 mm




WX1 3000 250 one curtain 12 134.1839136 12 134.1839136 700 250 28 25 10@60 mmWX2 3000 200 one curtain 12 226 12 226 700 200 15 25 10@60 mm

WX3 2400 200 one curtain 12 226 12 226 1000 200 10 25 10@60 mm

WX4 1100 250 Two curtains 12 180.8 12 100 500 250 5 25 10@60 mm

WX5 1350 250 Two curtains 12 180.8 12 180.8 500 250 3 25 10@60 mm

WX6 1100 250 Two curtains 12 180.8 12 100 500 250 6 25 10@60 mm

SUMMARY

Dimension(mm) Dimension(mm)

Boundary Elements Design

S.W ReinforcementTiesNo. of Curtains

Horizontal Reinforcement Vertical Reinfocement

Wall Design

Documents

Seismic Design Ubc