rc design solution

8/16/2019 Rc Design Solution

1/102

NODE NO. 504

SQUARE FOOTING

INPUT WORKING DEADLOAD, DL 553.757

INPUT WORKING LIVELOAD, LL 120.937

INPUT WORKING SEISMIC LOAD, EL 14.291

INPUT WORKING WIND LOAD, WL 0

INPUT COLUMN WIDT!, " 500

INPUT COLUMN TOTAL DEPT!, # 500

FOOTING DIMENSION, $%L 2.57&519952

USE FOOTING LENGT!, L 2600

CALCULATE' P"% DL ( LL ( EL &3&.9&5

CALCULATE' P)% 1.2 DL ( 1. LL &5&.007

CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1.0 EL 949.734

CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1. WL 7&5.4454

USE P) *+-*)* 949.734

ULTIMATE SOIL PRESSURE , Q)/. 140.49

++-+ 1050

DEPT! FROM WIDE$EAM S!EAR, 204.99

DEPT! FROM PUNC!ING S!EAR, 2.495

ALLOW. WIDE$EAM S!EAR 11&.91

ALLOW. PUNC!ING S!EAR 115&.11

FOOTING DEPT!, 2.495

FOOTING T!ICKNESS, / 351.495

USE FOOTING T!ICKNESS, / 400

USE FOOTING DEPT!, 315

NODE NO. 505

SQUARE FOOTING

INPUT WORKING DEADLOAD, DL 73&.54&

INPUT WORKING LIVELOAD, LL 20&.32

INPUT WORKING SEISMIC LOAD, EL 0




FOOTING DIMENSION, $%L 3.15700591


CALCULATE' P"% DL ( LL ( EL 94.&&

CALCULATE' P)% 1.2 DL ( 1. LL 1219.59


CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1. WL 1094.577

USE P) *+-*)* 1219.570


++-+ 1350


DEPT! FROM PUNC!ING S!EAR, 309.&1

ALLOW. WIDE$EAM S!EAR 113.4


2/102

ALLOW. PUNC!ING S!EAR 1521.9

FOOTING DEPT!, 309.&1

FOOTING T!ICKNESS, / 394.&1



NODE NO. 50

SQUARE FOOTING









CALCULATE' P"% DL ( LL ( EL &7&.&34

CALCULATE' P)% 1.2 DL ( 1. LL 1143.4&&4



USE P) *+-*)* 1143.4&&4


++-+ 1350




ALLOW. PUNC!ING S!EAR 1430.2&


FOOTING T!ICKNESS, / 3&1.145



NODE NO. 507

SQUARE FOOTING







FOOTING DIMENSION, $%L 3.1122254&&


CALCULATE' P"% DL ( LL ( EL 920.15

CALCULATE' P)% 1.2 DL ( 1. LL 1192.1&72




3/102

USE P) *+-*)* 1192.1&7


++-+ 1350




ALLOW. PUNC!ING S!EAR 14&9

USE FOOTING DEPT!, 304.937



NODE NO. 50&

SQUARE FOOTING







FOOTING DIMENSION, $%L 3.025&19&41


CALCULATE' P"% DL ( LL ( EL &9.779

CALCULATE' P)% 1.2 DL ( 1. LL 1131.452



USE P) *+-*)* 1131.452


++-+ 1350


DEPT! FROM PUNC!ING S!EAR, 293.9&1



USE FOOTING DEPT!, 293.9&1

FOOTING T!ICKNESS, / 37&.9&1


NODE NO. 509

SQUARE FOOTING










4/102


CALCULATE' P)% 1.2 DL ( 1. LL 1190.&5&



USE P) *+-*)* 1190.&57


++-+ 1350


DEPT! FROM PUNC!ING S!EAR, 304.9&

ALLOW. WIDE$EAM S!EAR 130.7&

ALLOW. PUNC!ING S!EAR 14&7.4

USE FOOTING DEPT!, 304.9&

FOOTING T!ICKNESS, / 3&9.9&


NODE NO. 510

SQUARE FOOTING

INPUT WORKING DEADLOAD, DL 49.52&








CALCULATE' P"% DL ( LL ( EL &9.231

CALCULATE' P)% 1.2 DL ( 1. LL 1130.95&4



USE P) *+-*)* 1130.95&


++-+ 1350





FOOTING DEPT!, 304.9&




NODE NO. 511

SQUARE FOOTING


INPUT WORKING LIVELOAD, LL 219.75&



5/102




FOOTING DIMENSION, $%L 3.11052&&093



CALCULATE' P)% 1.2 DL ( 1. LL 1190.&97

CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1.0 EL 1059.042&

CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1. WL 1059.042&

USE P) *+-*)* 1190.&9&


++-+ 1350









NODE NO. 512

SQUARE FOOTING


INPUT WORKING LIVELOAD, LL 219.&75





FOOTING DIMENSION, $%L 3.025&&5599


CALCULATE' P"% DL ( LL ( EL &9.&19

CALCULATE' P)% 1.2 DL ( 1. LL 1131.732&

CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1.0 EL 999.&07&

CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1. WL 999.&07&

USE P) *+-*)* 1131.733


++-+ 1350






FOOTING T!ICKNESS, / 37&.99&




6/102


7/102






NODE NO. 515

SQUARE FOOTING

INPUT WORKING DEADLOAD, DL 724.&1


INPUT WORKING SEISMIC LOAD, EL 53.&2&






CALCULATE' P"% DL ( LL ( EL 9&1.15

CALCULATE' P)% 1.2 DL ( 1. LL 1193.770&



USE P) *+-*)* 1193.771


++-+ 1150


DEPT! FROM PUNC!ING S!EAR, 300.&35



USE FOOTING DEPT!, 300.&35

FOOTING T!ICKNESS, / 3&5.&35


NODE NO. 51

SQUARE FOOTING

INPUT WORKING DEADLOAD, DL 521.&77






FOOTING DIMENSION, $%L 2.57944504&


CALCULATE' P"% DL ( LL ( EL 32.0&

CALCULATE' P)% 1.2 DL ( 1. LL &02.5&&



USE P) *+-*)* &02.5&7


8/102

ULTIMATE SOIL PRESSURE , Q)/. 11&.72

++-+ 1000




ALLOW. PUNC!ING S!EAR 992.&4


FOOTING T!ICKNESS, / 310.5&



SPREAD FOOTING FOR ELEVATOR

NODE NO. 522


INPUT WORKING LIVELOAD, LL 73.7&2

INPUT WORKING SEISMIC LOAD, EL 2573.141




CALCULATE' P"% DL ( LL ( EL 310&.&3&

CALCULATE' P)% 1.2 DL ( 1. LL 72.3492


CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1. WL 2&.0&





USE FOOTING DEPT!, 54.30&



USE EFFECTIVE DEPT!, 5


9/102

UNITS

N R-68:-6; S/ 413.&

N C86:/ C8*?==- S/6;/#, @: 20.7

N I6?)/ A8"+ S8- P==), + 12.35

N I6?)/ D-+*/ 8 R+ 20

** A+ 8 R+ 314

** I6?)/ C86:/ C8 75

** S+* 8 $8/# D-:/-86='

** U/-*+/ $6-6; M8*6/, M) 77.45

N L86;-/)-6+ R-68:*6/, A= 77.3&

N M-6-*)* S/ A+, A=*-6 720

N U= S/ A+ B*+-*)* 720

N A= :8*?)/ 1&72

N N8. 8 L86; D-:/-86 R-68:*6/ 5.917&344

P+ NO$

** U= N8. 8 R+=B(1 7

** S?+:-6; 8 R+= 347.14286

**

N

N

**

**

**

**

UNITS

N R-68:-6; S/ 413.&

N C86:/ C8*?==- S/6;/#, @: 20.7

N I6?)/ A8"+ S8- P==), + 95

N I6?)/ D-+*/ 8 R+ 20

** A+ 8 R+ 314

** I6?)/ C86:/ C8 75

** S+* 8 $8/# D-:/-86='

** U/-*+/ $6-6; M8*6/, M) 10&.53

N L86;-/)-6+ R-68:*6/, A= 959.2

N M-6-*)* S/ A+, A=*-6 720

N U= S/ A+ B*+-*)* 959.2

N A= :8*?)/ 3070.7&4

N N8. 8 L86; D-:/-86 R-68:*6/ 9.7795&&

P+ NO$ 10

** U= N8. 8 R+=B(1 11

** S?+:-6; 8 R+= 275

**

MP+


10/102

MP+

**

**

**

**

UNITS

N R-68:-6; S/ 413.&

N C86:/ C8*?==- S/6;/#, @: 20.7

N I6?)/ A8"+ S8- P==), + 95

N I6?)/ D-+*/ 8 R+ 20

** A+ 8 R+ 314

** I6?)/ C86:/ C8 75

** S+* 8 $8/# D-:/-86='

** U/-*+/ $6-6; M8*6/, M) 101.7

N L86;-/)-6+ R-68:*6/, A= &97.

N M-6-*)* S/ A+, A=*-6 720

N U= S/ A+ B*+-*)* &97.

N A= :8*?)/ 2&72.32

N N8. 8 L86; D-:/-86 R-68:*6/ 9.14751592

P+ NO$ 10

** U= N8. 8 R+=B(1 11

** S?+:-6; 8 R+= 275

**

MP+

MP+

**

**

**

**

UNITS

N R-68:-6; S/ 413.&

N C86:/ C8*?==- S/6;/#, @: 20.7

N I6?)/ A8"+ S8- P==), + 95

N I6?)/ D-+*/ 8 R+ 20

** A+ 8 R+ 314

** I6?)/ C86:/ C8 75

** S+* 8 $8/# D-:/-86='

** U/-*+/ $6-6; M8*6/, M) 10.09

N L86;-/)-6+ R-68:*6/, A= 937.23

N M-6-*)* S/ A+, A=*-6 720

N U= S/ A+ B*+-*)* 937.23

N A= :8*?)/ 2999.13


11/102

N N8. 8 L86; D-:/-86 R-68:*6/ 9.5513&&54

P+ NO$ 10

** U= N8. 8 R+=B(1 11

** S?+:-6; 8 R+= 275

**

MP+

MP+

**

**

**

UNITS

N R-68:-6; S/ 413.&

N C86:/ C8*?==- S/6;/#, @: 20.7

N I6?)/ A8"+ S8- P==), + 95

N I6?)/ D-+*/ 8 R+ 20

** A+ 8 R+ 314

** I6?)/ C86:/ C8 75

** S+* 8 $8/# D-:/-86='

** U/-*+/ $6-6; M8*6/, M) 100.70

N L86;-/)-6+ R-68:*6/, A= &&7.911

N M-6-*)* S/ A+, A=*-6 720

N U= S/ A+ B*+-*)* &&7.911

N A= :8*?)/ 2&41.3152

N N8. 8 L86; D-:/-86 R-68:*6/ 9.04&77452

P+ NO$ 10

** U= N8. 8 R+=B(1 11

** S?+:-6; 8 R+= 275

**

MP+

MP+

**

**

**

UNITS

N R-68:-6; S/ 413.&

N C86:/ C8*?==- S/6;/#, @: 20.7

N I6?)/ A8"+ S8- P==), + 95

N I6?)/ D-+*/ 8 R+ 20

** A+ 8 R+ 314

** I6?)/ C86:/ C8 75

** S+* 8 $8/# D-:/-86='

** U/-*+/ $6-6; M8*6/, M) 105.97


12/102

N L86;-/)-6+ R-68:*6/, A= 93.13

N M-6-*)* S/ A+, A=*-6 720

N U= S/ A+ B*+-*)* 93.13

N A= :8*?)/ 2995.1

N N8. 8 L86; D-:/-86 R-68:*6/ 9.54017&34

P+ NO$ 10

** U= N8. 8 R+=B(1 11** S?+:-6; 8 R+= 275

**

MP+

MP+

**

**

**

UNITS

N R-68:-6; S/ 413.&

N C86:/ C8*?==- S/6;/#, @: 20.7

N I6?)/ A8"+ S8- P==), + 95

N I6?)/ D-+*/ 8 R+ 20

** A+ 8 R+ 314

** I6?)/ C86:/ C8 75

** S+* 8 $8/# D-:/-86='

** U/-*+/ $6-6; M8*6/, M) 100.4

N L86;-/)-6+ R-68:*6/, A= &&7.3

N M-6-*)* S/ A+, A=*-6 720

N U= S/ A+ B*+-*)* &&7.3

N A= :8*?)/ 2&39.552

N N8. 8 L86; D-:/-86 R-68:*6/ 9.04315924

P+ NO$ 10

** U= N8. 8 R+=B(1 11

** S?+:-6; 8 R+= 275

**

MP+

MP+

**

**

**

**

UNITS

N R-68:-6; S/ 413.&

N C86:/ C8*?==- S/6;/#, @: 20.7

N I6?)/ A8"+ S8- P==), + 95


13/102

N I6?)/ D-+*/ 8 R+ 20

** A+ 8 R+ 314

** I6?)/ C86:/ C8 75

** S+* 8 $8/# D-:/-86='

** U/-*+/ $6-6; M8*6/, M) 105.9&

N L86;-/)-6+ R-68:*6/, A= 93.22

N M-6-*)* S/ A+, A=*-6 720

N U= S/ A+ B*+-*)* 93.22

N A= :8*?)/ 2995.904

N N8. 8 L86; D-:/-86 R-68:*6/ 9.54109554

P+ NO$ 10

** U= N8. 8 R+=B(1 11

** S?+:-6; 8 R+= 275

**

MP+

MP+

**

**

**

**

UNITS

N R-68:-6; S/ 413.&

N C86:/ C8*?==- S/6;/#, @: 20.7

N I6?)/ A8"+ S8- P==), + 95

N I6?)/ D-+*/ 8 R+ 20

** A+ 8 R+ 314

** I6?)/ C86:/ C8 75

** S+* 8 $8/# D-:/-86='

** U/-*+/ $6-6; M8*6/, M) 100.71

N L86;-/)-6+ R-68:*6/, A= &&&

N M-6-*)* S/ A+, A=*-6 720

N U= S/ A+ B*+-*)* &&&

N A= :8*?)/ 2&41.

N N8. 8 L86; D-:/-86 R-68:*6/ 9.049&153

P+ NO$ 10

** U= N8. 8 R+=B(1 11

** S?+:-6; 8 R+= 275

**

MP+

MP+

**

**

**

**


14/102

UNITS

N R-68:-6; S/ 413.&

N C86:/ C8*?==- S/6;/#, @: 20.7

N I6?)/ A8"+ S8- P==), + 95

N I6?)/ D-+*/ 8 R+ 20

** A+ 8 R+ 314

** I6?)/ C86:/ C8 75

** S+* 8 $8/# D-:/-86='

** U/-*+/ $6-6; M8*6/, M) 10.1

N L86;-/)-6+ R-68:*6/, A= 937.&7

N M-6-*)* S/ A+, A=*-6 720

N U= S/ A+ B*+-*)* 937.&7

N A= :8*?)/ 3001.1&4

N N8. 8 L86; D-:/-86 R-68:*6/ 9.557910&3

P+ NO$ 10

** U= N8. 8 R+=B(1 11

** S?+:-6; 8 R+= 275

**

MP+

MP+

**

**

**

UNITS

N R-68:-6; S/ 413.&

N C86:/ C8*?==- S/6;/#, @: 20.7

N I6?)/ A8"+ S8- P==), + 95

N I6?)/ D-+*/ 8 R+ 20

** A+ 8 R+ 314

** I6?)/ C86:/ C8 75

** S+* 8 $8/# D-:/-86='

** U/-*+/ $6-6; M8*6/, M) 101.79

kN L86;-/)-6+ R-68:*6/, A= &97.&7

N M-6-*)* S/ A+, A=*-6 720

N U= S/ A+ B*+-*)* &97.&7

N A= :8*?)/ 2&73.1&4

N N8. 8 L86; D-:/-86 R-68:*6/ 9.1502752

P+ NO$ 10

** U= N8. 8 R+=B(1 11

** S?+:-6; 8 R+= 275

**

MP+


15/102

MP+

**

**

**

**

UNITS

N R-68:-6; S/ 413.&

N C86:/ C8*?==- S/6;/#, @: 20.7

N I6?)/ A8"+ S8- P==), + 12.35

N I6?)/ D-+*/ 8 R+ 20

** A+ 8 R+ 314

** I6?)/ C86:/ C8 75

** S+* 8 $8/# D-:/-86='

** U/-*+/ $6-6; M8*6/, M) 100.9

N L86;-/)-6+ R-68:*6/, A= &&7.&2

N M-6-*)* S/ A+, A=*-6 720

N U= S/ A+ B*+-*)* &&7.&2

N A= :8*?)/ 24&5.&9

N N8. 8 L86; D-:/-86 R-68:*6/ 7.91&24

P+ NO$ &

** U= N8. 8 R+=B(1 9

** S?+:-6; 8 R+= 292

**

MP+

MP+

**

**

**

UNITS

N R-68:-6; S/ 413.&

N C86:/ C8*?==- S/6;/#, @: 20.7

N I6?)/ A8"+ S8- P==), + 95

N I6?)/ D-+*/ 8 R+ 20

** A+ 8 R+ 314

** I6?)/ C86:/ C8 75

** S+* 8 $8/# D-:/-86='

** U/-*+/ $6-6; M8*6/, M) 59.3

N L86;-/)-6+ R-68:*6/, A= 554.35

N M-6-*)* S/ A+, A=*-6 30

N U= S/ A+ B*+-*)* 30

N A= :8*?)/ 13&

N N8. 8 L86; D-:/-86 R-68:*6/ 5.215051


16/102

P+ NO$

** U= N8. 8 R+=B(1 7

** S?+:-6; 8 R+= 347

**

MP+

MP+

**

**

**

**

NODE NO. 521

UNITS

N INPUT WORKING DEADLOAD, DL 927.75&

N INPUT WORKING LIVELOAD, LL 29.4

N INPUT WORKING SEISMIC LOAD, EL 3112.34

N INPUT WORKING WIND LOAD, WL 0

** INPUT COLUMN WIDT!, " 00

** INPUT COLUMN TOTAL DEPT!, # 00

N CALCULATE' P"% DL ( LL ( EL 433.7&

N CALCULATE' P)% 1.2 DL ( 1. LL 15&7.972

N CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1.0 EL 4522.337

N CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1. WL 1409.973

TOTAL P) 3594.132

I6?)/ A8"+ S8- P==), + 12.35



**

**

N

N

**

**

**

**


17/102

NODE NO. 47

SQUARE FOOTING

UNITS

MP+ INPUT WORKING DEADLOAD, DL 25.21

MP+ INPUT WORKING LIVELOAD, LL 75.24

P+ INPUT WORKING SEISMIC LOAD, EL 5&5.4&7

** INPUT WORKING WIND LOAD, WL 0

=. **. INPUT COLUMN WIDT!, " 500



N* USE FOOTING LENGT!, L 2400

=.**. CALCULATE' P"% DL ( LL ( EL 917.354

=.**. CALCULATE' P)% 1.2 DL ( 1. LL 42&.33&&

=.**. CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1.0 EL 9&.7&2

=.**. CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1. WL 3&3.1912

?:= USE P) *+-*)* 9&.7&2

?:= ULTIMATE SOIL PRESSURE , Q)/. 1&.17

?:= ++-+ 950

** DEPT! FROM WIDE$EAM S!EAR, 245.75

DEPT! FROM PUNC!ING S!EAR, 29&.4&



FOOTING DEPT!, 29&.4&




NODE NO. 492

SQUARE FOOTING

UNITS

MP+ INPUT WORKING DEADLOAD, DL 705.1&


P+ INPUT WORKING SEISMIC LOAD, EL 227.1&3




FOOTING DIMENSION, $%L 2.731794&



=.**. CALCULATE' P)% 1.2 DL ( 1. LL 127.353

=.**. CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1.0 EL 133.1

=.**. CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1. WL 1109.427

?:= USE P) *+-*)* 133.1

?:= ULTIMATE SOIL PRESSURE , Q)/. 1&3.35

?:= ++-+ 1100

** DEPT! FROM WIDE$EAM S!EAR, 24.1&




18/102






NODE NO. 477

SQUARE FOOTING

UNITS

MP+ INPUT WORKING DEADLOAD, DL 33.03&


P+ INPUT WORKING SEISMIC LOAD, EL 549.94&






=.**. CALCULATE' P"% DL ( LL ( EL 105.2&2

=.**. CALCULATE' P)% 1.2 DL ( 1. LL 79.3192

=.**. CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1.0 EL 1137.&&9

=.**. CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1. WL 5&7.941

?:= USE P) *+-*)* 1137.&&9

?:= ULTIMATE SOIL PRESSURE , Q)/. 1&.33

?:= ++-+ 1050

** DEPT! FROM WIDE$EAM S!EAR, 2.15

DEPT! FROM PUNC!ING S!EAR, 2&&.12



FOOTING DEPT!, 2&&.12




NODE NO. 493

SQUARE FOOTING

UNITS

MP+ INPUT WORKING DEADLOAD, DL &5&.333

MP+ INPUT WORKING LIVELOAD, LL 33.&05

P+ INPUT WORKING SEISMIC LOAD, EL 0






=.**. CALCULATE' P"% DL ( LL ( EL 1222.13&

=.**. CALCULATE' P)% 1.2 DL ( 1. LL 112.0&7

=.**. CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1.0 EL 1393.&04

=.**. CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1. WL 1393.&04


19/102

?:= USE P) *+-*)* 112.0&7

?:= ULTIMATE SOIL PRESSURE , Q)/. 157.43

?:= ++-+ 1350

** DEPT! FROM WIDE$EAM S!EAR, 2&&.17


ALLOW. WIDE$EAM S!EAR 1&5.7333333

ALLOW. PUNC!ING S!EAR 19&&.&2





NODE NO. 47&

UNITS SQUARE FOOTING

MP+

MP+ INPUT WORKING DEADLOAD, DL 37.379

P+ INPUT WORKING LIVELOAD, LL 12.&3

** INPUT WORKING SEISMIC LOAD, EL 541.0&

=. **. INPUT WORKING WIND LOAD, WL 0



N* FOOTING DIMENSION, $%L 2.530&5234

=.**. USE FOOTING LENGT!, L 2600

=.**. CALCULATE' P"% DL ( LL ( EL 10&0.&23

=.**. CALCULATE' P)% 1.2 DL ( 1. LL 712.1924

=.**. CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1.0 EL 115.09&&

?:= CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1. WL 14.490&

?:= USE P) *+-*)* 115.09&&

?:= ULTIMATE SOIL PRESSURE , Q)/. 171.02

** ++-+ 1050



ALLOW. WIDE$EAM S!EAR 154.0&&&&&9

ALLOW. PUNC!ING S!EAR 139&.





UNITS NODE NO. 494

MP+ SQUARE FOOTING

MP+

P+ INPUT WORKING DEADLOAD, DL &04.&2&

** INPUT WORKING LIVELOAD, LL 373.&05

=. **. INPUT WORKING SEISMIC LOAD, EL 0



N* INPUT COLUMN TOTAL DEPT!, # 500


20/102


21/102

** INPUT WORKING DEADLOAD, DL 3&1.&5

=. **. INPUT WORKING LIVELOAD, LL 14.003

** INPUT WORKING SEISMIC LOAD, EL 55.11


N* INPUT COLUMN WIDT!, " 500

=.**. INPUT COLUMN TOTAL DEPT!, # 500

=.**. FOOTING DIMENSION, $%L 2.5710119&4


=.**. CALCULATE' P"% DL ( LL ( EL 1110.79&

?:= CALCULATE' P)% 1.2 DL ( 1. LL 720.42&

?:= CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1.0 EL 11&7.135

?:= CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1. WL 22.025

** USE P) *+-*)* 11&7.135


++-+ 1050


DEPT! FROM PUNC!ING S!EAR, 295.7&5



FOOTING DEPT!, 295.7&5

FOOTING T!ICKNESS, / 3&0.7&5



UNITS

MP+ NODE NO. 4&0

MP+ SQUARE FOOTING

P+

** INPUT WORKING DEADLOAD, DL 3&3.393

=. **. INPUT WORKING LIVELOAD, LL 14.492

** INPUT WORKING SEISMIC LOAD, EL 574.&5&




=.**. FOOTING DIMENSION, $%L 2.5&479&747



?:= CALCULATE' P)% 1.2 DL ( 1. LL 723.25&&

?:= CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1.0 EL 1199.421


** USE P) *+-*)* 1199.421


++-+ 1050








22/102



UNITS

MP+ NODE NO. 49

MP+ SQUARE FOOTING

P+

** INPUT WORKING DEADLOAD, DL 797.15

=. **. INPUT WORKING LIVELOAD, LL 371.5&1

** INPUT WORKING SEISMIC LOAD, EL 0






=.**. CALCULATE' P"% DL ( LL ( EL 11&.737

?:= CALCULATE' P)% 1.2 DL ( 1. LL 1551.11&

?:= CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1.0 EL 132&.1&2

?:= CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1. WL 132&.1&2

** USE P) *+-*)* 1551.11&


++-+ 1300

DEPT! FROM WIDE$EAM S!EAR, 2&2.9&


ALLOW. WIDE$EAM S!EAR 1&2.3&&&&&9






UNITS

MP+ NODE NO. 4&1

MP+ SQUARE FOOTING

P+

** INPUT WORKING DEADLOAD, DL 3&5.294

=. **. INPUT WORKING LIVELOAD, LL 14.&07

** INPUT WORKING SEISMIC LOAD, EL 57&.&44






=.**. CALCULATE' P"% DL ( LL ( EL 112&.945

?:= CALCULATE' P)% 1.2 DL ( 1. LL 72.044

?:= CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1.0 EL 120.003&

?:= CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1. WL 27.159&

** USE P) *+-*)* 120.003&

ULTIMATE SOIL PRESSURE , Q)/. 17&.40

++-+ 1050


23/102







USE FOOTING T!ICKNESS, / 400USE FOOTING DEPT!, 315

UNITS

MP+ NODE NO. 497

MP+ SQUARE FOOTING

P+

** INPUT WORKING DEADLOAD, DL &35.73

=. **. INPUT WORKING LIVELOAD, LL 371.&3

** INPUT WORKING SEISMIC LOAD, EL 0




=.**. FOOTING DIMENSION, $%L 3.091293927



?:= CALCULATE' P)% 1.2 DL ( 1. LL 1597.5&&

?:= CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1.0 EL 1374.559


** USE P) *+-*)* 1597.5&&


++-+ 1300

DEPT! FROM WIDE$EAM S!EAR, 2&9.57







UNITS USE FOOTING DEPT!, 365

MP+

MP+

P+

**

=. **.

**

N*

=.**.

=.**.

=.**.

=.**.

?:=


24/102

?:=

?:=

**

NODE NO. 523

UNITS

N INPUT WORKING DEADLOAD, DL 251.412

N INPUT WORKING LIVELOAD, LL 0

N INPUT WORKING SEISMIC LOAD, EL 1159.97




N CALCULATE' P"% DL ( LL ( EL 1411.379

N CALCULATE' P)% 1.2 DL ( 1. LL 301.944

N CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1.0 EL 141.14

N CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1. WL 301.944

N

P+

*

**


25/102

UNITS

N R-68:-6; S/ 413.&

N C86:/ C8*?==- S/6;/#, @: 20.7

N I6?)/ A8"+ S8- P==), + 12.35

N I6?)/ D-+*/ 8 R+ 20

** A+ 8 R+ 314

** I6?)/ C86:/ C8 75

** S+* 8 $8/# D-:/-86='

** U/-*+/ $6-6; M8*6/, M) 75.&9

N L86;-/)-6+ R-68:*6/, A= 53.57

N M-6-*)* S/ A+, A=*-6 720

N U= S/ A+ B*+-*)* 720

N A= :8*?)/ 172&

N N8. 8 L86; D-:/-86 R-68:*6/ 5.5031&5

P+ NO$

** U= N8. 8 R+=B(1 7

** S?+:-6; 8 R+= 318.571

**

N

N

**

**

**

**

UNITS

N R-68:-6; S/ 413.&

N C86:/ C8*?==- S/6;/#, @: 20.7

N I6?)/ A8"+ S8- P==), + 12.35

N I6?)/ D-+*/ 8 R+ 20

** A+ 8 R+ 314

** I6?)/ C86:/ C8 75

** S+* 8 $8/# D-:/-86='

** U/-*+/ $6-6; M8*6/, M) 110.93

N L86;-/)-6+ R-68:*6/, A= &24.192

N M-6-*)* S/ A+, A=*-6 &10

N U= S/ A+ B*+-*)* &24.192

N A= :8*?)/ 2225.31&

N N8. 8 L86; D-:/-86 R-68:*6/ 7.0&7001

P+ NO$ &

** U= N8. 8 R+=B(1 9

** S?+:-6; 8 R+= 281.111

**

N


26/102

N

**

**

**

**

UNITS

N R-68:-6; S/ 413.&

N C86:/ C8*?==- S/6;/#, @: 20.7

N I6?)/ A8"+ S8- P==), + 12.35

N I6?)/ D-+*/ 8 R+ 20

** A+ 8 R+ 314

** I6?)/ C86:/ C8 75

** S+* 8 $8/# D-:/-86='

** U/-*+/ $6-6; M8*6/, M) 92.79

N L86;-/)-6+ R-68:*6/, A= &00.19

N M-6-*)* S/ A+, A=*-6 720

N U= S/ A+ B*+-*)* &00.19

N A= :8*?)/ 20&0.494

N N8. 8 L86; D-:/-86 R-68:*6/ .25777

P+ NO$ 7

** U= N8. 8 R+=B(1 8

** S?+:-6; 8 R+= 303.75

**

N

N

**

**

**

**

UNITS

N R-68:-6; S/ 413.&

N C86:/ C8*?==- S/6;/#, @: 20.7

N I6?)/ A8"+ S8- P==), + 95

N I6?)/ D-+*/ 8 R+ 20

** A+ 8 R+ 314

** I6?)/ C86:/ C8 75

** S+* 8 $8/# D-:/-86='

** U/-*+/ $6-6; M8*6/, M) 143.4

N L86;-/)-6+ R-68:*6/, A= 10.&

N M-6-*)* S/ A+, A=*-6 &10

N U= S/ A+ B*+-*)* 10.&

N A= :8*?)/ 3413.952


27/102


28/102

** S+* 8 $8/# D-:/-86='

** U/-*+/ $6-6; M8*6/, M) 137.51

N L86;-/)-6+ R-68:*6/, A= &97.1

N M-6-*)* S/ A+, A=*-6 900

N U= S/ A+ B*+-*)* 900

N A= :8*?)/ 2790

N N8. 8 L86; D-:/-86 R-68:*6/ &.&&535

P+ NO$ 10

** U= N8. 8 R+=B(1 11

** S?+:-6; 8 R+= 266.364

**

N

N

**

**

**

**

UNITS

N R-68:-6; S/ 413.&

N C86:/ C8*?==- S/6;/#, @: 20.7

N I6?)/ A8"+ S8- P==), + 95

N I6?)/ D-+*/ 8 R+ 20

** A+ 8 R+ 314

** I6?)/ C86:/ C8 75

** S+* 8 $8/# D-:/-86='

** U/-*+/ $6-6; M8*6/, M) 140.&7

N L86;-/)-6+ R-68:*6/, A= 919.2

N M-6-*)* S/ A+, A=*-6 900

N U= S/ A+ B*+-*)* 919.2

N A= :8*?)/ 2&49.52

N N8. 8 L86; D-:/-86 R-68:*6/ 9.074904

P+ NO$ 10

** U= N8. 8 R+=B(1 11

** S?+:-6; 8 R+= 266.364

**

N

N

**

**

**

**

UNITS


29/102

N R-68:-6; S/ 413.&

N C86:/ C8*?==- S/6;/#, @: 20.7

N I6?)/ A8"+ S8- P==), + 12.35

N I6?)/ D-+*/ 8 R+ 20

** A+ 8 R+ 314

** I6?)/ C86:/ C8 75

** S+* 8 $8/# D-:/-86='

** U/-*+/ $6-6; M8*6/, M) 9.&1

N L86;-/)-6+ R-68:*6/, A= &35.2&

N M-6-*)* S/ A+, A=*-6 720

N U= S/ A+ B*+-*)* &35.2&

N A= :8*?)/ 2171.72&

N N8. 8 L86; D-:/-86 R-68:*6/ .91331

P+ NO$ 7

** U= N8. 8 R+=B(1 8

** S?+:-6; 8 R+= 303.75

**

N

N

**

**

**

**

UNITS

N R-68:-6; S/ 413.&

N C86:/ C8*?==- S/6;/#, @: 20.7

N I6?)/ A8"+ S8- P==), + 12.35

N I6?)/ D-+*/ 8 R+ 20

** A+ 8 R+ 314

** I6?)/ C86:/ C8 75

** S+* 8 $8/# D-:/-86='

** U/-*+/ $6-6; M8*6/, M) 97.&1

N L86;-/)-6+ R-68:*6/, A= &44.02

N M-6-*)* S/ A+, A=*-6 720

N U= S/ A+ B*+-*)* &44.02

N A= :8*?)/ 2194.452

N N8. 8 L86; D-:/-86 R-68:*6/ .9&&701

P+ NO$ 7

** U= N8. 8 R+=B(1 8

** S?+:-6; 8 R+= 303.75

**

N

N

**

**


30/102

**

**

UNITS

N R-68:-6; S/ 413.&

N C86:/ C8*?==- S/6;/#, @: 20.7

N I6?)/ A8"+ S8- P==), + 95

N I6?)/ D-+*/ 8 R+ 20

** A+ 8 R+ 314

** I6?)/ C86:/ C8 75

** S+* 8 $8/# D-:/-86='

** U/-*+/ $6-6; M8*6/, M) 13.39

N L86;-/)-6+ R-68:*6/, A= 1014.0&

N M-6-*)* S/ A+, A=*-6 &10

N U= S/ A+ B*+-*)* 1014.0&

N A= :8*?)/ 3143.4&

N N8. 8 L86; D-:/-86 R-68:*6/ 10.0112

P+ NO$ 11

** U= N8. 8 R+=B(1 12

** S?+:-6; 8 R+= 244.167

**

N

N

**

**

**

**

UNITS

N R-68:-6; S/ 413.&

N C86:/ C8*?==- S/6;/#, @: 20.7

N I6?)/ A8"+ S8- P==), + 12.35

N I6?)/ D-+*/ 8 R+ 20

** A+ 8 R+ 314

** I6?)/ C86:/ C8 75

** S+* 8 $8/# D-:/-86='

** U/-*+/ $6-6; M8*6/, M) 9&.34

N L86;-/)-6+ R-68:*6/, A= &4&.5

N M-6-*)* S/ A+, A=*-6 720

N U= S/ A+ B*+-*)* &4&.5

N A= :8*?)/ 220.49

N N8. 8 L86; D-:/-86 R-68:*6/ 7.02703&

P+ NO$ 7

** U= N8. 8 R+=B(1 8


31/102

** S?+:-6; 8 R+= 303.75

**

N

N

**

**

**

**

UNITS

N R-68:-6; S/ 413.&

N C86:/ C8*?==- S/6;/#, @: 20.7

N I6?)/ A8"+ S8- P==), + 95

N I6?)/ D-+*/ 8 R+ 20

** A+ 8 R+ 314

** I6?)/ C86:/ C8 75

** S+* 8 $8/# D-:/-86='

** U/-*+/ $6-6; M8*6/, M) 140.47

N L86;-/)-6+ R-68:*6/, A= 91.57

N M-6-*)* S/ A+, A=*-6 &10

N U= S/ A+ B*+-*)* 91.57

N A= :8*?)/ 2&41.37

N N8. 8 L86; D-:/-86 R-68:*6/ 9.04&939

P+ NO$ 11

** U= N8. 8 R+=B(1 12

** S?+:-6; 8 R+= 244.167

**

N

N

**

**

**

**


32/102

NODE NO. 524

UNITS

N INPUT WORKING DEADLOAD, DL 51.2

N INPUT WORKING LIVELOAD, LL 15.27

N INPUT WORKING SEISMIC LOAD, EL 0




N CALCULATE' P"% DL ( LL ( EL &0&.2&9

N CALCULATE' P)% 1.2 DL ( 1. LL 1032.59&

N CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1.0 EL 93&.214

N CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1. WL 93&.214


33/102

NODE NO.

SQUARE FOOTING

UNITS

MP+ INPUT WORKING DEADLOAD, DL

MP+ INPUT WORKING LIVELOAD, LL

P+ INPUT WORKING SEISMIC LOAD, EL

** INPUT WORKING WIND LOAD, WL

=. **. INPUT COLUMN WIDT!, "

** INPUT COLUMN TOTAL DEPT!, #

FOOTING DIMENSION, $%L

N* USE FOOTING LENGT!, L

=.**. CALCULATE' P"% DL ( LL ( EL

=.**. CALCULATE' P)% 1.2 DL ( 1. LL

=.**. CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1.0 EL

=.**. CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1. WL

?:= USE P) *+-*)*

?:= ULTIMATE SOIL PRESSURE , Q)/.

?:= ++-+

** DEPT! FROM WIDE$EAM S!EAR,

DEPT! FROM PUNC!ING S!EAR,

ALLOW. WIDE$EAM S!EAR

ALLOW. PUNC!ING S!EAR

FOOTING DEPT!,

FOOTING T!ICKNESS, /

USE FOOTING T!ICKNESS, /

USE FOOTING DEPT!,

NODE NO.

SQUARE FOOTING

UNITS













?:= USE P) *+-*)*


?:= ++-+





34/102


FOOTING DEPT!,



USE FOOTING DEPT!,

NODE NO.

SQUARE FOOTING

UNITS













?:= USE P) *+-*)*


?:= ++-+





FOOTING DEPT!,



USE FOOTING DEPT!,

NODE NO.

SQUARE FOOTING

UNITS














35/102

?:= USE P) *+-*)*


?:= ++-+





FOOTING DEPT!,



USE FOOTING DEPT!,

NODE NO.

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UNITS













?:= USE P) *+-*)*


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FOOTING DEPT!,



USE FOOTING DEPT!,

NODE NO.

SQUARE FOOTING

UNITS








36/102







?:= USE P) *+-*)*


?:= ++-+





FOOTING DEPT!,



USE FOOTING DEPT!,

NODE NO.

SQUARE FOOTING

UNITS













?:= USE P) *+-*)*


?:= ++-+





FOOTING DEPT!,



USE FOOTING DEPT!,

NODE NO.

SQUARE FOOTING

UNITS


37/102













?:= USE P) *+-*)*


?:= ++-+





FOOTING DEPT!,



USE FOOTING DEPT!,

NODE NO.

SQUARE FOOTING

UNITS













?:= USE P) *+-*)*


?:= ++-+





FOOTING DEPT!,



38/102


USE FOOTING DEPT!,

NODE NO.

SQUARE FOOTING

UNITS













?:= USE P) *+-*)*


?:= ++-+





FOOTING DEPT!,



USE FOOTING DEPT!,

NODE NO.

SQUARE FOOTING

UNITS













?:= USE P) *+-*)*


?:= ++-+


39/102





FOOTING DEPT!,



USE FOOTING DEPT!,

NODE NO.

SQUARE FOOTING

UNITS













?:= USE P) *+-*)*


?:= ++-+





FOOTING DEPT!,



USE FOOTING DEPT!,


40/102

UNITS

N

N

N

N

**

**

N

N

N

N


41/102

4&2

UNITS

3&5.07 N R-68:-6; S/

14.&5 N C86:/ C8*?==- S/6;/#, @:

571.297 N I6?)/ A8"+ S8- P==), +

0 N I6?)/ D-+*/ 8 R+

500 ** A+ 8 R+

500 ** I6?)/ C86:/ C8

2.5&304&49 ** S+* 8 $8/# D-:/-86='

2600 ** U/-*+/ $6-6; M8*6/, M)

1121.223 N L86;-/)-6+ R-68:*6/, A=

725.&512 N M-6-*)* S/ A+, A=*-6

119&.23&2 N U= S/ A+ B*+-*)*

2.9412 N A= :8*?)/

119&.23&2 N N8. 8 L86; D-:/-86 R-68:*6/

177.25 P+ NO$

1050 ** U= N8. 8 R+=B(1

245.75 ** S?+:-6; 8 R+=

29&.49 **

15&.4 N

144.91 N

29&.49 **

3&3.49 **

400 **

315 **

49&

UNITS

795.54 N R-68:-6; S/

371.592 N C86:/ C8*?==- S/6;/#, @:

0 N I6?)/ A8"+ S8- P==), +

0 N I6?)/ D-+*/ 8 R+

500 ** A+ 8 R+

500 ** I6?)/ C86:/ C8

3.039322&1 ** S+* 8 $8/# D-:/-86='

3100 ** U/-*+/ $6-6; M8*6/, M)

117.15 N L86;-/)-6+ R-68:*6/, A=

1549.224 N M-6-*)* S/ A+, A=*-6

132.2&& N U= S/ A+ B*+-*)*

132.2&& N A= :8*?)/

1549.224 N N8. 8 L86; D-:/-86 R-68:*6/

11.21 P+ NO$

1300 ** U= N8. 8 R+=B(1

2&2.71 ** S?+:-6; 8 R+=

33.1 **

1&2.2222222 N


42/102

1905.3 N

33.1 **

44&.1 **

450 **

365 **

4&3

UNITS

3&5.512 N R-68:-6; S/

14.707 N C86:/ C8*?==- S/6;/#, @:

55.9& N I6?)/ A8"+ S8- P==), +

0 N I6?)/ D-+*/ 8 R+

500 ** A+ 8 R+

500 ** I6?)/ C86:/ C8

2.5&50503 ** S+* 8 $8/# D-:/-86='

2600 ** U/-*+/ $6-6; M8*6/, M)

1107.205 N L86;-/)-6+ R-68:*6/, A=

72.145 N M-6-*)* S/ A+, A=*-6

11&4.3074 N U= S/ A+ B*+-*)*

27.3214 N A= :8*?)/

11&4.3074 N N8. 8 L86; D-:/-86 R-68:*6/

175.19 P+ NO$

1050 ** U= N8. 8 R+=B(1

243.55 ** S?+:-6; 8 R+=

29.25 **

15.977777& N

1430.97 N

29.25 **

3&1.25 **

400 **

315 **

499

UNITS

&35.21 N R-68:-6; S/

371.71 N C86:/ C8*?==- S/6;/#, @:

0 N I6?)/ A8"+ S8- P==), +

0 N I6?)/ D-+*/ 8 R+

500 ** A+ 8 R+

500 ** I6?)/ C86:/ C8

3.091254242 ** S+* 8 $8/# D-:/-86='

3100 ** U/-*+/ $6-6; M8*6/, M)

1207.3&2 N L86;-/)-6+ R-68:*6/, A=

1597.52& N M-6-*)* S/ A+, A=*-6

1374.502 N U= S/ A+ B*+-*)*

1374.502 N A= :8*?)/


43/102

1597.52& N N8. 8 L86; D-:/-86 R-68:*6/

1.24 P+ NO$

1300 ** U= N8. 8 R+=B(1

2&9.52 ** S?+:-6; 8 R+=

371.21 **

1&.333333 N

191.&5 N

371.21 **

45.21 **

450 **

365 **

4&4

UNITS

3&3.922 N R-68:-6; S/

14.275 N C86:/ C8*?==- S/6;/#, @:

524.&05 N I6?)/ A8"+ S8- P==), +

0 N I6?)/ D-+*/ 8 R+

500 ** A+ 8 R+

500 ** I6?)/ C86:/ C8

2.52&92&24 ** S+* 8 $8/# D-:/-86='

2600 ** U/-*+/ $6-6; M8*6/, M)

1073.002 N L86;-/)-6+ R-68:*6/, A=

723.544 N M-6-*)* S/ A+, A=*-6

1149.7&4 N U= S/ A+ B*+-*)*

24.9&14 N A= :8*?)/

1149.7&4 N N8. 8 L86; D-:/-86 R-68:*6/

170.09 P+ NO$

1050 ** U= N8. 8 R+=B(1

23&.0 ** S?+:-6; 8 R+=

190.05 **

153.4444444 N

1390.1 N

23&.0 **

323.0 **

400 **

315 **

500

UNITS

797.33 N R-68:-6; S/

371.979 N C86:/ C8*?==- S/6;/#, @:

0 N I6?)/ A8"+ S8- P==), +

0 N I6?)/ D-+*/ 8 R+

500 ** A+ 8 R+

500 ** I6?)/ C86:/ C8


44/102

3.0421325& ** S+* 8 $8/# D-:/-86='

3100 ** U/-*+/ $6-6; M8*6/, M)

119.315 N L86;-/)-6+ R-68:*6/, A=

1551.99 N M-6-*)* S/ A+, A=*-6

132&.7&22 N U= S/ A+ B*+-*)*

132&.7&22 N A= :8*?)/

1551.99 N N8. 8 L86; D-:/-86 R-68:*6/

11.50 P+ NO$

1300 ** U= N8. 8 R+=B(1

2&3.1 ** S?+:-6; 8 R+=

34.093 **

1&2.47 N

190&.52 N

34.093 **

449.093 **

450 **

365 **

4&5

UNITS

3&2.5&2 N R-68:-6; S/

13.39 N C86:/ C8*?==- S/6;/#, @:

472.&22 N I6?)/ A8"+ S8- P==), +

0 N I6?)/ D-+*/ 8 R+

500 ** A+ 8 R+

500 ** I6?)/ C86:/ C8

2.425372 ** S+* 8 $8/# D-:/-86='

2500 ** U/-*+/ $6-6; M8*6/, M)

1019.043 N L86;-/)-6+ R-68:*6/, A=

720.920& N M-6-*)* S/ A+, A=*-6

1095.5594 N U= S/ A+ B*+-*)*

22.7374 N A= :8*?)/

1095.5594 N N8. 8 L86; D-:/-86 R-68:*6/

175.29 P+ NO$

1000 ** U= N8. 8 R+=B(1

232.05 ** S?+:-6; 8 R+=

279.0& **

149.57 N

131&.&9 N

279.0& **

34.0& **

400 **

315 **

501

UNITS


45/102

&37.59 N R-68:-6; S/

372.901 N C86:/ C8*?==- S/6;/#, @:

0 N I6?)/ A8"+ S8- P==), +

0 N I6?)/ D-+*/ 8 R+

500 ** A+ 8 R+

500 ** I6?)/ C86:/ C8

3.0952312 ** S+* 8 $8/# D-:/-86='

3100 ** U/-*+/ $6-6; M8*6/, M)

1210.491 N L86;-/)-6+ R-68:*6/, A=

101.749 N M-6-*)* S/ A+, A=*-6

137&.009 N U= S/ A+ B*+-*)*

137&.009 N A= :8*?)/

101.749 N N8. 8 L86; D-:/-86 R-68:*6/

1.& P+ NO$

1300 ** U= N8. 8 R+=B(1

290.1 ** S?+:-6; 8 R+=

371.& **

1&7.0222222 N

19.73 N

371.& **

44.& **

450 **

365 **

4&

UNITS

37.&3& N R-68:-6; S/

11.033 N C86:/ C8*?==- S/6;/#, @:

3&3.97 N I6?)/ A8"+ S8- P==), +

0 N I6?)/ D-+*/ 8 R+

500 ** A+ 8 R+

500 ** I6?)/ C86:/ C8

2.342145439 ** S+* 8 $8/# D-:/-86='

2400 ** U/-*+/ $6-6; M8*6/, M)

921.&3& N L86;-/)-6+ R-68:*6/, A=

709.&5&4 N M-6-*)* S/ A+, A=*-6

997.205 N U= S/ A+ B*+-*)*

13.23& N A= :8*?)/

997.205 N N8. 8 L86; D-:/-86 R-68:*6/

173.13 P+ NO$

950 ** U= N8. 8 R+=B(1

21&.3 ** S?+:-6; 8 R+=

259.3 **

140.7444444 N

119.41 N

259.3 **

344.3 **


46/102

350 **

265 **

502

UNITS

&04.091 N R-68:-6; S/

373.0& N C86:/ C8*?==- S/6;/#, @:

0 N I6?)/ A8"+ S8- P==), +

0 N I6?)/ D-+*/ 8 R+

500 ** A+ 8 R+

500 ** I6?)/ C86:/ C8

3.05301911 ** S+* 8 $8/# D-:/-86='

3100 ** U/-*+/ $6-6; M8*6/, M)

1177.99 N L86;-/)-6+ R-68:*6/, A=

152.&2 N M-6-*)* S/ A+, A=*-6

133&.5172 N U= S/ A+ B*+-*)*

133&.5172 N A= :8*?)/

152.&2 N N8. 8 L86; D-:/-86 R-68:*6/

12.1 P+ NO$

1300 ** U= N8. 8 R+=B(1

2&4.3 ** S?+:-6; 8 R+=

35.7& **

1&3.455555 N

1921.07 N

35.7& **

450.7& **

450 **

365 **

4&7

UNITS

327.11 N R-68:-6; S/

112.074 N C86:/ C8*?==- S/6;/#, @:

29.731 N I6?)/ A8"+ S8- P==), +

0 N I6?)/ D-+*/ 8 R+

500 ** A+ 8 R+

500 ** I6?)/ C86:/ C8

2.053994425 ** S+* 8 $8/# D-:/-86='

2100 ** U/-*+/ $6-6; M8*6/, M)

70&.9 N L86;-/)-6+ R-68:*6/, A=

571.911 N M-6-*)* S/ A+, A=*-6

774.39&2 N U= S/ A+ B*+-*)*

504.72 N A= :8*?)/

774.39&2 N N8. 8 L86; D-:/-86 R-68:*6/

175.0 P+ NO$

&00 ** U= N8. 8 R+=B(1


47/102

1&5.9 ** S?+:-6; 8 R+=

211.91 **

119.&222222 N

913.94 N

211.91 **

29.91 **

300 **215 **

503

UNITS

&11.342 N R-68:-6; S/

320.579 N C86:/ C8*?==- S/6;/#, @:

213.7 N I6?)/ A8"+ S8- P==), +

0 N I6?)/ D-+*/ 8 R+

500 ** A+ 8 R+

500 ** I6?)/ C86:/ C8

2&29.&2 ** S+* 8 $8/# D-:/-86='

3000 ** U/-*+/ $6-6; M8*6/, M)

1345.&7 N L86;-/)-6+ R-68:*6/, A=

14&.53& N M-6-*)* S/ A+, A=*-6

1507.9554 N U= S/ A+ B*+-*)*

1294.1&94 N A= :8*?)/

1507.9554 N N8. 8 L86; D-:/-86 R-68:*6/

17.55 P+ NO$

1250 ** U= N8. 8 R+=B(1

2&0.13 ** S?+:-6; 8 R+=

355.7& **

1&0.555555 N

1&47 N

355.7& **

440.7& **

450 **

365 **


48/102


49/102

NODE NO.

SQUARE FOOTING

UNITS

413.& MP+ INPUT WORKING DEADLOAD, DL

20.7 MP+ INPUT WORKING LIVELOAD, LL

12.35 P+ INPUT WORKING SEISMIC LOAD, EL

20 ** INPUT WORKING WIND LOAD, WL

314 =. **. INPUT COLUMN WIDT!, "

75 ** INPUT COLUMN TOTAL DEPT!, #


97.71 N* USE FOOTING LENGT!, L

&43.14 =.**. CALCULATE' P"% DL ( LL ( EL

720 =.**. CALCULATE' P)% 1.2 DL ( 1. LL

&43.14 =.**. CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1.0 EL

2192.14 =.**. CALCULATE' P)% 1.2 DL ( 1.0 LL ( 1. WL

.9&1414 ?:= USE P) *+-*)*

7 ?:= ULTIMATE SOIL PRESSURE , Q)/.

8 ?:= ++-+

303.75 ** DEPT! FROM WIDE$EAM S!EAR,




FOOTING DEPT!,



USE FOOTING DEPT!,

UNITS

413.& MP+

20.7 MP+

95 P+

20 **

314 =. **.

75 **

13.22 N*

1012.& =.**.

&10 =.**.

1012.& =.**.

3139.& =.**.

9.99&9&1 ?:=

11 ?:=

12 ?:=

244.167 **


50/102

UNITS

413.& MP+

20.7 MP+

12.35 P+

20 **

314 =. **.

75 **

9.5& N*

&33.27 =.**.

720 =.**.

&33.27 =.**.

21.502 =.**.

.&99&& ?:=

7 ?:=

8 ?:=

303.75 **

UNITS

413.& MP+

20.7 MP+

95 P+

20 **

314 =. **.

75 **

140.47 N*

1044.75 =.**.

&10 =.**.

1044.75 =.**.

323&.725 =.**.


51/102

10.31441 ?:=

11 ?:=

12 ?:=

244.167 **

UNITS

413.& MP+

20.7 MP+

12.35 P+

20 **

314 =. **.

75 **

93.7 N*

&0&.5 =.**.

720 =.**.

&0&.5 =.**.

2102.49 =.**.

.95&2& ?:=

7 ?:=

8 ?:=

303.75 **

UNITS

413.& MP+

20.7 MP+

95 P+

20 **

314 =. **.

75 **


52/102

13.4 N*

1014. =.**.

&10 =.**.

1014. =.**.

3145.2 =.**.

10.0175 ?:=

11 ?:=

12 ?:=

244.167 **

UNITS

413.& MP+

20.7 MP+

12.35 P+

20 **

314 =. **.

75 **

&7.4 N*

755.2 =.**.

720 =.**.

755.2 =.**.

1&&9.05 =.**.

.010&3 ?:=

7 ?:=

8 ?:=

291.25 **

UNITS


53/102

413.& MP+

20.7 MP+

95 P+

20 **

314 =. **.

75 **

140.&4 N*

1047.53 =.**.

&10 =.**.

1047.53 =.**.

3247.343 =.**.

10.341& ?:=

11 ?:=

12 ?:=

244.167 **

UNITS

413.& MP+

20.7 MP+

12.35 P+

20 **

314 =. **.

75 **

7&.12 N*

&03.53 =.**.

30 =.**.

&03.53 =.**.

192&.472 =.**.

.14131 ?:=

7 ?:=

8 ?:=

278.75 **


54/102

UNITS

413.& MP+

20.7 MP+

95 P+

20 **

314 =. **.

75 **

137.41 N*

1021.75 =.**.

&10 =.**.

1021.75 =.**.

317.425 =.**.

10.0&734 ?:=

11 ?:=

12 ?:=

244.167 **

UNITS

413.& MP+

20.7 MP+

12.35 P+

20 **

314 =. **.

75 **

5.19 N*

715.12 =.**.

540 =.**.

715.12 =.**.

1501.752 =.**.

4.7&25 ?:=

5 ?:=

6 ?:=


55/102

321.667 **

UNITS

413.& MP+

20.7 MP+

12.35 P+

20 **

314 =. **.

75 **

130.90 N*

973.17 =.**.

&10 =.**.

973.17 =.**.

2919.51 =.**.

9.297&03 ?:=

10 ?:=

11 ?:=

257.273 **


56/102


57/102

4&2

UNITS

927.75& N R-68:-6; S/


58/102


59/102


60/102


61/102


62/102


63/102


64/102


65/102


66/102


67/102


68/102


69/102


70/102


71/102


72/102


73/102


74/102

SLAB NAME :

f! % 20.7 MP+

f" % 275.& MP+

SLAB PROPERTIES

L#$% D+,+#$ % 4500 **

S*# D+,+#$ % 3500 **

;#(/$ +* L#$% D+,+#$ % 500 **;#(/$ +* S*# D+,+#$ % 500 **

L$ L#$% D+,+#$ % 4000 **

L$ S*# D+,+#$ % 3000 **

P,+/,, S % 14000 **

S(') T*+k$,-- /+$ % 77.7777& **

S(') T*+k$,-- -'" % 100 **

LOADS

D,' L#' DL % 3.51 P+

L+, L#'. LL % 1.9 P+

F'#, L#' 1.2 DL 1.6 LL % 7.252 N

;OEFFI;IENTS

;ASE NO. 1

/ #$ & 0.&

/ L#$%S*# % 0.75

/ #$ #$ 0.75

;' $,% S*# D+,+#$ % 0.09

;' $,% L#$% D+,+#$ % 0

;' DL S*# D+,+#$ % 0.01

;' DL L#$% D+,+#$ % 0.019

;' LL S*# D+,+#$ % 0.01

;' LL L#$% D+,+#$ % 0.019

!8? -/ :+6 #? + 8/ T#+6= '

N#,:

S8 A- '( *+6)+> > )=-6;'

P)/ / #$ & +6 / #$ #$ +) /8 6+=/ 0.05 +)

% 0.59 H ϕ( ( (


75/102

MOMENTS

;ONTIN@O@S NEGATIVE MOMENT

M' ;#$+$#- % .130 N*

M) ;#/+$#- % 0.000 N*

;ONTIN@O@S POSITIVE MOMENT

% 1.927 N*

% 1.043 N*

T#'( M#/,$ S*# M' DL M' LL % 2.970 N*

% 1.07 N*

% 0.57& N*

T#'( M#/,$ L#$% M' DL M' LL % 1.45 N*

DIS;ONTIN@O@S NEGATIVE MOMENT

M' D+-#$+$#- % 0.990 N*

M) D+-#$+$#- % 0.54& N*

M/' % .130 N*

< = 0.&5

? = 0.90

= 0.02033

?R$ = 4.241 MP+

) = 1000**

= 3&.019**

;#, = 20**

B' D+'/,, = 10**

S(') *+k$,-- = 77.77&**

S(') *+k$,-- -'" = 100.000 **

F+$'( S(') T*+k$,-- '#& = 100 **

% 75.000 **

M' DL ;'DL DL LS*#

M' LL ;'LL LL LS*#

M) DL ;'DL DL LL#$%

M) LL ;'LL LL LL#$%

> >0.005

/.


76/102


M' M)

M .130 0.000 N*

A- '( 241.55 0

A-/+$ '( 1&0 1&0

A- '#& 241.55 1&0S,,( A,' 79 79

S&'+$% '( 327.05444007 43&.&&&&&&&9**

S&'+$% -'" 300 400 **


M' M)

M 2.970 1.45 N*

A- '( 114.5 2.9&

A-/+$ '( 1&0 1&0

A- '#& 1&0 1&0

S,,( A,' 79 79

S&'+$% '( 43&.&&&&&&&9 43&.&&&&&&&9**

S&'+$% -'" 400 400 **

M' M)

M 0.990 0.54& N*

A- '( 37.75 20.&4

A-/+$ '( 1&0 1&0

A- '#& 1&0 1&0

S,,( A,' 79 79

S&'+$% '( 43&.&&&&&&&9 43&.&&&&&&&9**

S&'+$% -'" 400 400 **

S?+:-6;, A=*-6 43&.&&&&&&&9=+> 400

**2

**2

**2**2

**2

**2

**2

**2

**2

**2

**2

**2


77/102

SLAB NAME :

f! % 20.7 MP+

f" % 413.& MP+

SLAB PROPERTIES

L#$% D+,+#$ % 4500 **

S*# D+,+#$ % 3000 **

;#(/$ +* L#$% D+,+#$ % 500 **;#(/$ +* S*# D+,+#$ % 500 **

L$ L#$% D+,+#$ % 4000 **

L$ S*# D+,+#$ % 2500 **

P,+/,, S % 13000 **

S(') T*+k$,-- /+$ % 72.22222 **

S(') T*+k$,-- -'" % 100 **

LOADS

D,' L#' DL % 3.51 P+

L+, L#'. LL % 3.& P+

F'#, L#' 1.2 DL 1.6 LL % 10.292 N

;OEFFI;IENTS

;ASE NO. 3

/ #$ & 0.5

/ L#$%S*# % 0.25

/ #$ #$ 0.

;' $,% S*# D+,+#$ % 0

;' $,% L#$% D+,+#$ % 0.039

;' DL S*# D+,+#$ % 0.05&

;' DL L#$% D+,+#$ % 0.0125

;' LL S*# D+,+#$ % 0.075

;' LL L#$% D+,+#$ % 0.0125

!8? -/ :+6 #? + 8/ T#+6= '

N#,:

S8 A- '( *+6)+> > )=-6;'

P)/ / #$ & +6 / #$ #$ +) /8 6+=/ 0.05 +)

%ϕB 0.59 B B H


78/102


79/102


80/102

SLAB NAME :

f! % 20.7 MP+

f" % 413.& MP+

SLAB PROPERTIES

L#$% D+,+#$ % 4500 **

S*# D+,+#$ % 3000 **

;#(/$ +* L#$% D+,+#$ % 500 **;#(/$ +* S*# D+,+#$ % 500 **

L$ L#$% D+,+#$ % 4000 **

L$ S*# D+,+#$ % 2500 **

P,+/,, S % 13000 **

S(') T*+k$,-- /+$ % 72.22222 **

S(') T*+k$,-- -'" % 100 **

LOADS

D,' L#' DL % 3.51 P+

L+, L#'. LL % 2.4 P+

F'#, L#' 1.2 DL 1.6 LL % &.052 N

;OEFFI;IENTS

;ASE NO. 3

/ #$ & 0.5

/ L#$%S*# % 0.25

/ #$ #$ 0.

;' $,% S*# D+,+#$ % 0

;' $,% L#$% D+,+#$ % 0.039

;' DL S*# D+,+#$ % 0.05&

;' DL L#$% D+,+#$ % 0.0125

;' LL S*# D+,+#$ % 0.075

;' LL L#$% D+,+#$ % 0.0125

!8? -/ :+6 #? + 8/ T#+6= '

N#,:

S8 A- '( *+6)+> > )=-6;'

P)/ / #$ & +6 / #$ #$ +) /8 6+=/ 0.05 +)

%ϕB 0.59 B B H


81/102


82/102


M' M)

M 0.000 .359 N*

A- '( 0 250.9

A-/+$ '( 1&0 1&0

A- '#& 1&0 250.9S,,( A,' 79 79

S&'+$% '( 43&.&&&&&&&9 314.79120179**

S&'+$% -'" 400 300 **


M' M)

M 2.2&5 1.1&2 N*

A- '( &7.&3 45.13

A-/+$ '( 1&0 1&0

A- '#& 1&0 1&0

S,,( A,' 79 79

S&'+$% '( 43&.&&&&&&&9 43&.&&&&&&&9**

S&'+$% -'" 400 400 **

M' M)

M 0.72 0.394 N*

A- '( 29.019 14.97

A-/+$ '( 1&0 1&0

A- '#& 1&0 1&0

S,,( A,' 79 79

S&'+$% '( 43&.&&&&&&&9 43&.&&&&&&&9**

S&'+$% -'" 400 400 **

S?+:-6;, A=*-6 43&.&&&&&&&9 =+> 400

**2

**2

**2**2

**2

**2

**2

**2

**2

**2

**2

**2


83/102

SLAB NAME :

f! % 20.7 MP+

f" % 413.& MP+

SLAB PROPERTIES

L#$% D+,+#$ % 4500 **

S*# D+,+#$ % 3500 **

;#(/$ +* L#$% D+,+#$ % 500 **;#(/$ +* S*# D+,+#$ % 500 **

L$ L#$% D+,+#$ % 4000 **

L$ S*# D+,+#$ % 3000 **

P,+/,, S % 14000 **

S(') T*+k$,-- /+$ % 77.7777& **

S(') T*+k$,-- -'" % 100 **

LOADS

D,' L#' DL % 3.51 P+

L+, L#'. LL % 3.& P+

F'#, L#' 1.2 DL 1.6 LL % 10.292 N

;OEFFI;IENTS

;ASE NO. 3

/ #$ & 0.&

/ L#$%S*# % 0.75

/ #$ #$ 0.75

;' $,% S*# D+,+#$ % 0

;' $,% L#$% D+,+#$ % 0.05

;' DL S*# D+,+#$ % 0.04

;' DL L#$% D+,+#$ % 0.01&

;' LL S*# D+,+#$ % 0.051

;' LL L#$% D+,+#$ % 0.019

!8? -/ :+6 #? + 8/ T#+6= '

N#,:

S8 A- '( *+6)+> > )=-6;'

P)/ / #$ & +6 / #$ #$ +) /8 6+=/ 0.05 +)

%ϕB 0.59 B B H


84/102

MOMENTS


M' ;#$+$#- % 0.000 N*

M) ;#/+$#- % 11.71 N*


% 1.24 N*

% 1.744 N*

T#'( M#/,$ S*# M' DL M' LL % 3.00& N*

% 1.011 N*

% 1.155 N*

T#'( M#/,$ L#$% M' DL M' LL % 2.1 N*

DIS;ONTIN@O@S NEGATIVE MOMENT

M' D+-#$+$#- % 1.003 N*

M) D+-#$+$#- % 0.722 N*

M/' % 11.71 N*

< = 0.&5

? = 0.90

= 0.01355

?R$ = 4.241 MP+

) = 1000**

= 52.41**

;#, = 20**

B' D+'/,, = 10**

S(') *+k$,-- = 77.77&**

S(') *+k$,-- -'" = 100.000 **

F+$'( S(') T*+k$,-- '#& = 100 **

% 75.000 **

M' DL ;'DL DL LS*#

M' LL ;'LL LL LS*#

M) DL ;'DL DL LL#$%

M) LL ;'LL LL LL#$%

> >0.005

/.


85/102


M' M)

M 0.000 11.71 N*

A- '( 0 47&.42

A-/+$ '( 1&0 1&0

A- '#& 1&0 47&.42S,,( A,' 79 79

S&'+$% '( 43&.&&&&&&&9 15.12&7597**

S&'+$% -'" 400 150 **


M' M)

M 3.00& 2.1 N*

A- '( 11.15 &3.2

A-/+$ '( 1&0 1&0

A- '#& 1&0 1&0

S,,( A,' 79 79

S&'+$% '( 43&.&&&&&&&9 43&.&&&&&&&9**

S&'+$% -'" 400 400 **

M' M)

M 1.003 0.722 N*

A- '( 3&.25 27.49

A-/+$ '( 1&0 1&0

A- '#& 1&0 1&0

S,,( A,' 79 79

S&'+$% '( 43&.&&&&&&&9 43&.&&&&&&&9**

S&'+$% -'" 450 450 **

S?+:-6;, A=*-6 43&.&&&&&&&9 =+> 450

**2

**2

**2**2

**2

**2

**2

**2

**2

**2

**2

**2


86/102

$+* D-*6=-86 550 400 **

!-;#/, # 550 ** F=

W-/#, 400 ** F:@

D?/#, 505 ** S/ A+

A=*-6,:+: 555.24& **2

L-*-/-6; V+) &3.4219 **2

U= A=*-6 &3.4219 **2

NO$, :8*? 2.17503 +=

=+> 3 +=


87/102

413.& MP+ $+ D-+*/ 20 **

20.7 MP+ S/-)?= D-+*/ 10 **

314 **2 C86:/ C8 40 **


88/102

$+* D-*6=-86 400 250 **

!-;#/, # 400**

W-/#, 250**

D?/#, 345 **

A=*-6,:+: 237.0794 **2

L-*-/-6; V+) 291.&07 **2

U= A=*-6 291.&07 **2

NO$, :8*? 0.929324 +=

=+> 2 +=


89/102

F= 413.& MP+ $+ D-+*/

F:@ 20.7 MP+ S/-)?= D-+*/

S/ A+ 314 **2 C86:/ C8


90/102

$+* D-*6=-86 400 3

20 ** !-;#/, # 400

10 ** W-/#, 300

40 ** D?/#, 355

A=*-6,:+: 292.7415

L-*-/-6; V+) 30.319

U= A=*-6 30.319

NO$, :8*? 1.147513

=+> 2


91/102

00 **

** F= 413.& MP+

** F:@ 20.7 MP+

** S/ A+ 314 **2

**2

**2

**2 A= =. **

+= + -+

+=

S?+:-6;


92/102

$+ D-+*/ 20 **

S/-)?= D-+*/ 10 **

C86:/ C8 40 **


93/102

$+* D-*6=-86 00 300 **

!-;#/, # 00 ** F= 413.&

W-/#, 300 ** F:@ 20.7

D?/#, 555 ** S/ A+ 314

A=*-6,:+: 457.3 **2

L-*-/-6; V+) 53.315 **2

U= A=*-6 53.315 **2

NO$, :8*? 1.793999 +=

=+> 2 +=


94/102

MP+ $+ D-+*/ 20 **

MP+ S/-)?= D-+*/ 10 **

**2 C86:/ C8 40 **


95/102

$+* D-*6=-86 450 300 **

!-;#/, # 450**

W-/#, 300**

D?/#, 405 **

A=*-6,:+: 333.9727 **2

L-*-/-6; V+) 411.0&1 **2

U= A=*-6 411.0&1 **2

NO$, :8*? 1.309134 +=

=+> 2 +=


96/102


97/102


98/102

B' D+'/,, // A,'

10 79

12 113

1 201

20 314

25 491

2& 132 &04

3 1019

42 13&5

5& 242


99/102

;' $,%

/ 1 2 3 4 5 6 7

1.00 0.045 0.050 0.075 0.071

0.95 0.050 0.055 0.079 0.075

0.90 0.055 0.00 0.0&0 0.079

0.&5 0.00 0.0 0.0&2 0.0&3

0.&0 0.05 0.071 0.0&3 0.0&

0.75 0.09 0.07 0.0&5 0.0&&

0.70 0.074 0.0&1 0.0& 0.091

0.5 0.077 0.0&5 0.0&7 0.093

0.0 0.0&1 0.0&9 0.0&& 0.095

0.55 0.0&4 0.092 0.0&9 0.09

0.50 0.0& 0.094 0.090 0.097

;) $,%

/ 1 2 3 4 5 6 7

1.00 0.045 0.07 0.050 0.071

0.95 0.041 0.072 0.045 0.07

0.90 0.037 0.070 0.040 0.02

0.&5 0.031 0.05 0.034 0.057

0.&0 0.027 0.01 0.029 0.051

0.75 0.022 0.05 0.024 0.044

0.70 0.017 0.050 0.019 0.03&

0.5 0.014 0.043 0.015 0.031

0.0 0.010 0.035 0.011 0.024

0.55 0.007 0.02& 0.00& 0.019

0.50 0.00 0.022 0.00 0.014

;' DL

/ 1 2 3 4 5 6 7

1.00 0.03 0.01& 0.01& 0.027 0.027 0.033 0.027

0.95 0.040 0.020 0.021 0.030 0.02& 0.03 0.031

0.90 0.045 0.022 0.025 0.033 0.029 0.039 0.035

0.&5 0.050 0.024 0.029 0.03 0.031 0.042 0.040

0.&0 0.05 0.02 0.034 0.039 0.032 0.045 0.045

0.75 0.01 0.02& 0.040 0.043 0.033 0.04& 0.051

0.70 0.0& 0.030 0.04 0.04 0.035 0.051 0.05&

0.5 0.074 0.032 0.054 0.050 0.03 0.054 0.05

0.0 0.0&1 0.034 0.02 0.053 0.037 0.05 0.073

0.55 0.0&& 0.035 0.071 0.05 0.03& 0.05& 0.0&1

0.50 0.095 0.037 0.0&0 0.059 0.039 0.01 0.0&9

;) DL

/ 1 2 3 4 5 6 7

1.00 0.03 0.01& 0.027 0.027 0.01& 0.027 0.033

0.95 0.033 0.01 0.025 0.024 0.015 0.024 0.031

0.90 0.029 0.014 0.024 0.022 0.013 0.021 0.02&

0.&5 0.02 0.012 0.022 0.019 0.011 0.017 0.025

0.&0 0.023 0.011 0.020 0.01 0.009 0.015 0.022

0.75 0.019 0.009 0.01& 0.013 0.007 0.012 0.020

0.70 0.01 0.007 0.01 0.011 0.005 0.009 0.017


100/102

0.5 0.013 0.00 0.014 0.009 0.004 0.007 0.014

0.0 0.010 0.004 0.011 0.007 0.003 0.00 0.012

0.55 0.00& 0.003 0.009 0.005 0.002 0.004 0.009

0.50 0.00 0.002 0.007 0.004 0.001 0.003 0.007

;' LL

/ 1 2 3 4 5 6 7

1.00 0.03 0.027 0.027 0.032 0.032 0.035 0.032

0.95 0.040 0.030 0.031 0.025 0.034 0.03& 0.03

0.90 0.045 0.034 0.035 0.039 0.037 0.042 0.040

0.&5 0.050 0.037 0.040 0.043 0.041 0.04 0.045

0.&0 0.05 0.041 0.045 0.04& 0.044 0.051 0.051

0.75 0.01 0.045 0.051 0.052 0.047 0.055 0.05

0.70 0.0& 0.049 0.057 0.057 0.051 0.00 0.03

0.5 0.074 0.053 0.04 0.02 0.055 0.04 0.070

0.0 0.0&1 0.05& 0.071 0.07 0.059 0.0& 0.077

0.55 0.0&& 0.02 0.0&0 0.072 0.03 0.073 0.0&5

0.50 0.095 0.0 0.0&& 0.077 0.07 0.07& 0.092

;) LL

/ 1 2 3 4 5 6 7

1.00 0.03 0.027 0.032 0.032 0.027 0.032 0.030

0.95 0.033 0.025 0.029 0.029 0.024 0.029 0.032

0.90 0.029 0.022 0.027 0.02 0.021 0.025 0.029

0.&5 0.02 0.019 0.024 0.023 0.019 0.022 0.02

0.&0 0.023 0.017 0.022 0.020 0.01 0.019 0.023

0.75 0.019 0.014 0.019 0.01 0.013 0.01 0.020

0.70 0.01 0.012 0.01 0.014 0.011 0.013 0.017

0.5 0.013 0.010 0.014 0.011 0.009 0.010 0.014

0.0 0.010 0.007 0.011 0.009 0.007 0.00& 0.011

0.55 0.00& 0.00 0.009 0.007 0.005 0.00 0.009

0.50 0.00 0.004 0.007 0.005 0.004 0.005 0.007


101/102

8 9

0.033 0.01

0.03& 0.05

0.043 0.0&

0.049 0.072

0.055 0.075

0.01 0.07&

0.0& 0.0&1

0.074 0.0&3

0.0&0 0.0&5

0.0&5 0.0&

0.0&9 0.0&&

8 9

0.033 0.01

0.03& 0.05

0.043 0.0&

0.049 0.072

0.055 0.075

0.01 0.07&

0.0& 0.0&1

0.074 0.0&3

0.0&0 0.0&5

0.0&5 0.0&

0.0&9 0.0&&

8 9

0.020 0.023

0.022 0.024

0.025 0.02

0.029 0.02&

0.032 0.029

0.03 0.031

0.040 0.033

0.044 0.034

0.04& 0.03

0.052 0.037

0.05 0.03&

8 9

0.023 0.020

0.021 0.017

0.019 0.015

0.017 0.013

0.015 0.010

0.013 0.007

0.011 0.00


102/102

rc design solution

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