GROUP 6 ggv

8/19/2019 GROUP 6 ggv

1/45

STRUCTURALCALCULATION OF

THREE STOREYRESIDENTIAL

BUILDING

Leader:

Malen S. Martinez

Memer!:

Ben Mar" C. C#!t$di$

Daniel M. %riela

Diana B. Farr$l

Carla Diane %. Gellid$

G

R

O

U

%

&

8/19/2019 GROUP 6 ggv

2/45

TABLE OF CONTENTS

1. INTRODUCTION

1.1.Overview1.2.Scope1.3.Background1.4.Design Philosophy

2. BASIS OF CALCULATION

2.1.Codes and Reerences2.2.!a"erials

2.2.1. Concre"e2.2.2. Reinorcing #ars and S"ruc"ural S"eel

2.3.Soil Proper"ies

3. DESIGN LOADS

3.1.Dead $oads3.2.$ive $oads3.3.Seis%ic $oads3.4.&ind $oads

4. DESIGN METHODOLOGY

5. APPLICABLE COMPUTER PROGRAMS AND SOFTWARES

6. ATTACHMENTS

'.1 (""ach%en" 1 ) Basic $oad Calcula"ion

'.2. (""ach%en" 2 ) Co%pu"er*+enera"ed S"ruc"ural (nalysis Ou"pu" o

"he S"ruc"ure

'.3. (""ach%en" 3 ) Design o S"ruc"ural !e%#ers

'.4. (""ach%en" 4 ) Co%pu"er +enera"ed S"ruc"ural !odel

1. INTRODUCTION

8/19/2019 GROUP 6 ggv

3/45

8/19/2019 GROUP 6 ggv

4/45

2.1.1. a"ional S"ruc"ural Code o "he Philippines ol.1-

'"h di"ion- 21

2.1.2. Building Code Re:uire%en"s or S"ruc"ural Concre"e- (C6 319*9

2.1.3. Design o Reinorced Concre"e- ?"h di"ion- @ack C. !cCor%ac

2.1.4. 1//7 8BC S"ruc"ural Checklis"- (ssocia"ion o S"ruc"ural ngineers

o "he Phil.- 6nc.

2.1.?. ;ounda"ion (nalysis and Design- ?"h di"ion #y @oseph . Bowles

2.1.'. ( Shor" Course in ;ounda"ion ngineering- . . Si%ons and B. A.

!enies

2.1.7. Design o Concre"e Buidlings o ar"h:uake and &ind ;orces- 2nd

di"ion- S. A. +hosh- (ugus" &. Do%el- @r.- David (. ;anella.

2.1.9.2.2. !a"erials

,he s"ruc"ural and non*s"ruc"ural co%ponen"s o "he #uildings were

designed #ased on "he ollowing %a"erial s"reng"h.

2.2.1. Concre"e Ce%en" Ce%en" shall conor% "o Speciica"ion or

Por"land Ce%en" (S,! C1?. 8nless o"herwise per%i""ed or

re:uired- ce%en" shall #e ,ype 6- (S,! C1?- or ,ype 66.

(ggrega"es ;ine aggrega"es shall consis" o sand %ee"ing "he

re:uire%en"s o S"andard Speciica"ions or Concre"e (ggrega"es

(S,! C33. Coarse aggrega"e shall consis" o gravel- crushedgravel- crushed s"one or air*cooled #las" urnace slag or a

co%#ina"ion "hereo- conor%ing "o "he re:uire%en"s i (S,! C33.

&a"er &a"er used in %i0ing concre"e shall #e clean and ree ro%

in5urious a%oun"s o oils- acids- alkalis- sal"s- organic %a"erials or

o"her su#s"ances dele"erious "o concre"e or reinorce%en"s.

S"reng"h Concre"e shall #e propor"ioned and %i0ed "o o#"ain a 29*

day co%pressive cylinder s"reng"h o 21 !Pa or oo"ings- colu%ns-

#ea%s and girders- and suspended sla#s. Sla# on grade and o"her

non*s"ruc"ural %e%#ers shall #e 17 !Pa.

2.2.2. Reinorcing #ars and S"ruc"ural S"eel

+rade o Bars (ll #ars shall conor% "o "he S"andard

Speciica"ions or Deor%ed and Plain Bille" S"eel Bars or Concre"e

Reinorce%en"s (S,! '1?! wi"h "he ollowing s"reng"hs

ield s"reng"h o 1'%% and larger

8/19/2019 GROUP 6 ggv

5/45

y E 41? !Pa S"ruc"ural S"eel shall conor% "o (S,! (3'

De"ails o Reinorce%en"s Reinorcing s"eel shall #e a#rica"ed and

placed in conor%ance wi"h "he re:uire%en"s o Sec"ion 47*De"ails

o Reinorce%en"s o "he a"ional S"ruc"ural Code o "he Philippines

8/19/2019 GROUP 6 ggv

6/45

;or design o purlin ;S

Seis%ic coeicien"s Ca E .44a

Cv E .'4v

8/19/2019 GROUP 6 ggv

7/45

ear*Source ;ac"or a E 1.- J 1 A% ro%

Seis%ic

Source (

v E 1.- J 1? A% ro%

Seis%ic Source (

6%por"ance ac"or 6 E 1.S"andardOccupancy

S"ruc"ure

u%erical Coeicien" R E 9.?

Period o >i#ra"ion , E C" E Cv6&FR,

M 2.?Ca6&FR

J.11Ca6&

J .9Iv6&FR

4. DESIGN METHODOLOGY

,he s"ruc"ural analysis and design were carried ou" in conor%ance wi"h "he

%ini%u% re:uire%en"s o "he a"ional S"ruc"ural Code o "he Philippines

8/19/2019 GROUP 6 ggv

8/45

!icroso" Oice &ord and 0celS,((D Pro

6. ATTACHMENTS

'.1. (""ach%en" 1 ) Basic $oad Calcula"ion

'.2. (""ach%en" 2 ) Co%pu"er*+enera"ed S"ruc"ural (nalysis Ou"pu" o

"he s"ruc"ure.

'.3. (""ach%en" 3 ) Design o S"ruc"ural !e%#ers

'.4. (""ach%en" 4 ) Co%pu"er +enera"ed S"ruc"ural !odel

8/19/2019 GROUP 6 ggv

9/45

ATTACHMENT 1

BASIC LOAD CALCULATION

1. DEAD LOAD:

1.1Selweigh"

8/19/2019 GROUP 6 ggv

10/45

6ncludes all %odeled s"ruc"ural %e%#ers such as #ea%s and

colu%ns.

Descrip"ion 8ni" weigh" ,hickness Pressure

load

8/19/2019 GROUP 6 ggv

11/45

2. LI"E LOAD:

Ca"egory Descrip"ion 8nior% $oad

8/19/2019 GROUP 6 ggv

12/45

Design Para%e"ers

Seis%ic Ione- Ione 4 I E .4

Soil Proile ,ype- ,a#le 29*2 SD

Seis%ic Source (ear Source ;ac"ors a E 1.

v E1.

Seis%ic Coeicien"s Ca E .44 a

Cv .'4 v

6%por"ance ;ac"or 6 E1.

u%erical Coeicien" R E9.?

Geigh" o S"ruc"ure ro% +round hn E1.2%

u%erical Coeicien" or RC*!R; C" E .731

O, ,he value o C" should #e %odiied using "he s"ep provided #elow

Gow "o de"er%ine "he ac"ual value o C"

1. ,(!- ,(! E C"< hn F %=.7? E .41'

2. Run "he S,((D %odel ini"ially wi"h C" E.731

3. De"er%ine ,(6 E ,( +iven on S,((D Ou"pu" ro% ini"ial run- ,( E.417

4. Calcula"e ,EC "

8/19/2019 GROUP 6 ggv

13/45

S

3 ?

D(D$O(D

S

.313 1'9.39

3

.3?3 .444 .9 *

.447

? ?

D(D$O(DS

*.429 1''.44

/

.337 .4/ .9 .?94

7 ?

D(D$O(D

S

.7 147.'

/

.329 .399 .7 *

.17

/ ?

D(D$O(D

S

.442 1''.23

?

.32 .3'7 .' *

.'17

11 ?

D(D$O(D

S

*.2/9 1'7./?

2

.31' .347 .' .411

13 ?

D(D$O(D

S

*.741 112./ .39/ .44/ .14 1.32

1? ?

D(D$O(D

S

.?2? 194.91

/

1.33' 1.921 .11 *

.743

17 ?

D(D$O(D

S

.241 227.1?

4

./77 1.3' .' *.3?

1/ ?

D(D$O(DS

*.32' 222.39

/

./14 1.2? .' .43?

21 ?

D(D$O(D

S

.1' 22./9

9

./14 1.1/' .7 *

.3'

23 ?

D(D$O(D

S

.3?9 222.3'

1

.9/4 1.1' .7 *

.?/

2? ?

D(D$O(D

S

*.24 227.??

4

./3 1.1/? .9 .271

27 ?

D(D$O(D

S

*.493 197.23

9

1.3?3 1.777 .4 .'?'

2/ ?

D(D$O(D

S

.?? 2'3.'7

'

*.1? *.' .' *

.7/'

31 ? .219 3'.7? *.2/ * .' *

8/19/2019 GROUP 6 ggv

14/45

D(D$O(D

S

7 ./2 .337

33 ?

D(D$O(D

S

*.32' 2/.27

4

*.4/ *

.134

.7 .417

3? ?D(D$O(D

S

.34 2''./44

*.'2 *.1'1

.7 *.9

37 ?

D(D$O(D

S

.4 29/.74

9

*.'/ *

.17/

.7 *

.?9?

3/ ?

D(D$O(D

S

*.1/9 3?.3

3

*.1? *

.241

.9 .24?

41 ?

D(D$O(DS

.994 314.14

7

*.339 *

.?7?

./ *

1.24/

43 ?

D(D$O(D

S

.?'' 223.7'

7

*./23 *

1.327

.? *

.937

4? ?

D(D$O(D

S

.2?2 2'?.44

9

*.74 *

1.33

.7 *

.43

47 ?

D(D$O(D

S

*.3? 2?1.22

1

*.77 *

1.4/

.7 .3'/

4/ ?D(D$O(D

S

.?4 22/.449

*.727 *1.97

.7 *.12?

?1 ?

D(D$O(D

S

.417 2?.47

3

*.72' *

1./4

.7 *

.'27

?3 ?

D(D$O(D

S

*.1/ 2'4.?

3

*.724 *

1.1'

.7 .21'

?? ?

D(D$O(DS

.'9' 2''.?'

?

*.72 *

1.97

.7 *

.//4

?7 ?

D(D$O(D

S

.7'4 144.21

2

*.721 *1.? .? *

1.12?

?/ ?

D(D$O(D

S

.3?1 2.12

'

*.?'? *

.943

.' *

.??2

8/19/2019 GROUP 6 ggv

15/45

'1 ?

D(D$O(D

S

*.3/7 199.71

/

*.?'' *

.9?7

.7 .497

'3 ?

D(D$O(D

S

.'4 1''./4

3

*.?7' *.99 .7 *.1?

'? ?

D(D$O(D

S

.?29 199.12

?

*.?92 *

.9/7

.7 *

.7/2

'7 ?

D(D$O(D

S

*.221 2./2

9

*.?9? *

./1?

.9 .247

'/ ?

D(D$O(D

S

./?' 223.//

7

*.?2' *

.943

.7 *

1.377

71 ?D(D$O(D

S

*2.74 179.9/ 1.94? 2.4?1 .7 2.97'

73 ?

D(D$O(D

S

*1.41' 22'.74

?

*1.1? *

1.?3'

./ 1./22

7? ?

D(D$O(D

S

*1.77? 17?.'7 *.'33 *

1.9

.4 2.411

,o"al & E 91/7.?

2

&ER "o"al k E 91/7.?2 k

Design Base Shear

> E %a0

8/19/2019 GROUP 6 ggv

16/45

;igure 3.1 Seis%ic $oad along *Direc"ion

;igure 3.2 Seis%ic $oad (long I*Direc"ion

8/19/2019 GROUP 6 ggv

17/45

ATTACHMENT 2

CO!P8,R)+R(,D S,R8C,8R($ (($S6S O8,P8, O; ,G

S,R8C,8R

1. S,((D SP(C

8/19/2019 GROUP 6 ggv

18/45

6P8, ;6$ Daniel Priela.S,D

2. S,(R, @OB 6;OR!(,6O

3. +6R D(, 2*!(R*1'

4. D @OB 6;OR!(,6O ?. 6P8, &6D,G 7/

'. 86, !,R A

7. @O6, COORD6(,S

9. 1 2 4.2 3 2.? 4 2.? 4.2 ? ?.? ' ?.? 4.2 7 7.?

/. 9 7.? 4.2 / /.? 1 /.? 4.2 11 12.? 12 12.? 4.2 13 1?

1. 14 1? 4.2 1? 1.? 1' 4.2 1.? 17 2.? 1.? 19 2.? 4.2 1.?

11. 1/ ?.? 1.? 2 ?.? 4.2 1.? 21 7.? 1.? 22 7.? 4.2 1.? 23 /.? 1.?

12. 24 /.? 4.2 1.? 2? 12.? 1.? 2' 12.? 4.2 1.? 27 1? 1.? 29 1? 4.2 1.?

13. 2/ ?.? 3 4.2 ?.? 31 2.? ?.? 32 2.? 4.2 ?.? 33 ?.? ?.?

14. 34 ?.? 4.2 ?.? 3? 7.? ?.? 3' 7.? 4.2 ?.? 37 /.? ?.? 39 /.? 4.2 ?.?

1?. 3/ 12.? ?.? 4 12.? 4.2 ?.? 41 1? ?.? 42 1? 4.2 ?.? 43 /.?

1'. 44 4.2 /.? 4? 2.? /.? 4' 2.? 4.2 /.? 47 ?.? /.? 49 ?.? 4.2 /.?

17. 4/ 7.? /.? ? 7.? 4.2 /.? ?1 /.? /.? ?2 /.? 4.2 /.? ?3 12.? /.?

19. ?4 12.? 4.2 /.? ?? 1? /.? ?' 1? 4.2 /.? ?7 12 ?9 4.2 12

1/. ?/ 2.? 12 ' 2.? 4.2 12 '1 ?.? 12 '2 ?.? 4.2 12 '3 7.? 12

2. '4 7.? 4.2 12 '? /.? 12 '' /.? 4.2 12 '7 12.? 12 '9 12.? 4.2 12

21. '/ 1? 12 7 1? 4.2 12 71 1/ ?.? 72 1/ 4.2 ?.? 73 1/ /.?

22. 74 1/ 4.2 /.? 7? 1/ 12 7' 1/ 4.2 12 77 7.2 79 2.? 7.2

23. 7/ ?.? 7.2 9 7.? 7.2 91 /.? 7.2 92 12.? 7.2 93 1? 7.2

24. 94 7.2 1.? 9? 2.? 7.2 1.? 9' ?.? 7.2 1.? 97 7.? 7.2 1.? 99 /.? 7.2 1.? 2?. 9/ 12.? 7.2 1.? / 1? 7.2 1.? /1 7.2 ?.? /2 2.? 7.2 ?.? /3 ?.? 7.2 ?.?

2'. /4 7.? 7.2 ?.? /? /.? 7.2 ?.? /' 12.? 7.2 ?.? /7 1? 7.2 ?.? /9 7.2 /.?

27. // 2.? 7.2 /.? 1 ?.? 7.2 /.? 11 7.? 7.2 /.? 12 /.? 7.2 /.?

29. 13 12.? 7.2 /.? 14 1? 7.2 /.? 1? 7.2 12 1' 2.? 7.2 12 17 ?.? 7.2 12

8/19/2019 GROUP 6 ggv

19/45

2/. 19 7.? 7.2 12 1/ /.? 7.2 12 11 12.? 7.2 12 111 1? 7.2 12 112 1/ 7.2 ?.?

3. 113 1/ 7.2 /.? 114 1/ 7.2 12 11? 1.2 11' 2.? 1.2 117 ?.? 1.2

31. 119 7.? 1.2 11/ /.? 1.2 12 12.? 1.2 121 1? 1.2 122 1.2 1.?

32. 123 2.? 1.2 1.? 124 ?.? 1.2 1.? 12? 7.? 1.2 1.? 12' /.? 1.2 1.? 33. 127 12.? 1.2 1.? 129 1? 1.2 1.? 12/ 1.2 ?.? 13 2.? 1.2 ?.?

34. 131 ?.? 1.2 ?.? 132 7.? 1.2 ?.? 133 /.? 1.2 ?.? 134 12.? 1.2 ?.?

3?. 13? 1? 1.2 ?.? 13' 1.2 /.? 137 2.? 1.2 /.? 139 ?.? 1.2 /.?

3'. 13/ 7.? 1.2 /.? 14 /.? 1.2 /.? 141 12.? 1.2 /.? 142 1? 1.2 /.?

37. 143 1.2 12 144 2.? 1.2 12 14? ?.? 1.2 12 14' 7.? 1.2 12

39. 147 /.? 1.2 12 149 12.? 1.2 12 14/ 1? 1.2 12 1? 1/ 1.2 ?.?

S,((D SP(C ** P(+ O. 2

3/. 1?1 1/ 1.2 /.? 1?2 1/ 1.2 12 1?3 1.2 1?4 2.? 1.2 1?? ?.? 1.2

4. 1?' 7.? 1.2 1?7 /.? 1.2 1?9 12.? 1.2 1?/ 1? 1.2 1' 1.2 1.?

41. 1'1 2.? 1.2 1.? 1'2 ?.? 1.2 1.? 1'3 7.? 1.2 1.? 1'4 /.? 1.2 1.?

42. 1'? 12.? 1.2 1.? 1'' 1? 1.2 1.? 1'7 1.2 ?.? 1'9 2.? 1.2 ?.?

43. 1'/ ?.? 1.2 ?.? 17 7.? 1.2 ?.? 171 /.? 1.2 ?.? 172 12.? 1.2 ?.?

44. 173 1? 1.2 ?.? 174 1.2 /.? 17? 2.? 1.2 /.? 17' ?.? 1.2 /.?

4?. 177 7.? 1.2 /.? 179 /.? 1.2 /.? 17/ 12.? 1.2 /.? 19 1? 1.2 /.?

4'. 191 1.2 12 192 2.? 1.2 12 193 ?.? 1.2 12 194 7.? 1.2 12 19? /.? 1.2 12

47. 19' 12.? 1.2 12 197 1? 1.2 12 199 1/ 1.2 ?.? 19/ 1/ 1.2 /.? 1/ 1/ 1.2 12

49. !!BR 6C6DCS

4/. 1 2 1?3 2 2 4 3 4 1?4 4 4 ' ? ' 1?? ' ' 9 7 9 1?' 9 9 1 / 1 1?7

?. 1 1 12 11 12 1?9 12 12 14 13 14 1?/ 14 2 1' 1? 4 19 1' ' 2 17 9 22 ?1. 19 1 24 1/ 12 2' 2 14 29 21 1' 1' 22 1' 19 23 19 1'1 24 19 2

?2. 2? 2 1'2 2' 2 22 27 22 1'3 29 22 24 2/ 24 1'4 3 24 2' 31 2' 1'?

?3. 32 2' 29 33 29 1'' 34 1' 3 3? 19 32 3' 2 34 37 22 3' 39 24 39

?4. 3/ 2' 4 4 29 42 41 3 1'7 42 3 32 43 32 1'9 44 32 34 4? 34 1'/

8/19/2019 GROUP 6 ggv

20/45

??. 4' 34 3' 47 3' 17 49 3' 39 4/ 39 171 ? 39 4 ?1 4 172 ?2 4 42

?'. ?3 42 173 ?4 3 44 ?? 32 4' ?' 34 49 ?7 3' ? ?9 39 ?2 ?/ 4 ?4

?7. ' 42 ?' '1 44 174 '2 44 4' '3 4' 17? '4 4' 49 '? 49 17' '' 49 ?

?9. '7 ? 177 '9 ? ?2 '/ ?2 179 7 ?2 ?4 71 ?4 17/ 72 ?4 ?' 73 ?' 19 ?/. 74 44 ?9 7? 4' ' 7' 49 '2 77 ? '4 79 ?2 '' 7/ ?4 '9 9 ?' 7

'. 91 ?9 191 92 ?9 ' 93 ' 192 94 ' '2 9? '2 193 9' '2 '4 97 '4 194

'1. 99 '4 '' 9/ '' 19? / '' '9 /1 '9 19' /2 '9 7 /3 7 197 /4 42 72

'2. /? ?' 74 /' 7 7' /7 72 199 /9 72 74 // 74 19/ 1 74 7' 11 7' 1/

'3. 12 2 77 13 4 79 14 ' 7/ 1? 9 9 1' 1 91 17 12 92 19 14 93

'4. 1/ 1' 94 11 19 9? 111 2 9' 112 22 97 113 24 99 114 2' 9/ 11? 29 /

'?. 11' 3 /1 117 32 /2 119 34 /3 11/ 3' /4 12 39 /? 121 4 /' 122 42 /7

''. 123 44 /9 124 4' // 12? 49 1 12' ? 11 127 ?2 12 129 ?4 13

'7. 12/ ?' 14 13 ?9 1? 131 ' 1' 132 '2 17 133 '4 19 134 '' 1/

'9. 13? '9 11 13' 7 111 137 72 112 139 74 113 13/ 7' 114 14 77 79

'/. 141 79 7/ 142 7/ 9 143 9 91 144 91 92 14? 92 93 14' 77 94 147 79 9?

7. 149 7/ 9' 14/ 9 97 1? 91 99 1?1 92 9/ 1?2 93 / 1?3 94 9? 1?4 9? 9'

71. 1?? 9' 97 1?' 97 99 1?7 99 9/ 1?9 9/ / 1?/ 94 /1 1' 9? /2 1'1 9' /3

72. 1'2 97 /4 1'3 99 /? 1'4 9/ /' 1'? / /7 1'' /1 /2 1'7 /2 /3 1'9 /3 /4

73. 1'/ /4 /? 17 /? /' 171 /' /7 172 /1 /9 173 /2 // 174 /3 1 17? /4 11

74. 17' /? 12 177 /' 13 179 /7 14 17/ /9 // 19 // 1 191 1 11

7?. 192 11 12 193 12 13 194 13 14 19? /9 1? 19' // 1' 197 1 17

7'. 199 11 19 19/ 12 1/ 1/ 13 11 1/1 14 111 1/2 1? 1' 1/3 1' 17

77. 1/4 17 19 1/? 19 1/ 1/' 1/ 11 1/7 11 111 1/9 /7 112 1// 14 113

79. 2 111 114 21 112 113 22 113 114 23 77 11? 24 79 11' 2? 7/ 117 7/. 2' 9 119 27 91 11/ 29 92 12 2/ 93 121 21 94 122 211 9? 123

9. 212 9' 124 213 97 12? 214 99 12' 21? 9/ 127 21' / 129 217 /1 12/

91. 219 /2 13 21/ /3 131 22 /4 132 221 /? 133 222 /' 134 223 /7 13?

92. 224 /9 13' 22? // 137 22' 1 139 227 11 13/ 229 12 14 22/ 13 141

8/19/2019 GROUP 6 ggv

21/45

8/19/2019 GROUP 6 ggv

22/45

1/. 322 139 13/ 14' 14? 323 13/ 14 147 14' 324 14 141 149 147

11. 32? 141 142 14/ 149 32' 142 14/ 1?2 1?1 327 79 7/ 9' 9? 329 7/ 9 97 9'

111. 32/ 9 91 99 97 33 91 92 9/ 99 331 94 9? /2 /1 332 9? 9' /3 /2

112. 333 9' 97 /4 /3 334 97 99 /? /4 33? 99 9/ /' /? 33' 9/ / /7 /' 113. 337 /1 /2 // /9 339 /2 /3 1 // 33/ /3 /4 11 1 34 /4 /? 12 11

114. 341 /? /' 13 12 342 /' /7 14 13 343 /9 // 1' 1? 344 // 1 17 1'

11?. 34? 1 11 19 17 34' 11 12 1/ 19 347 12 13 11 1/

11'. 349 13 14 111 11 34/ 14 111 114 113 3? 4 ' 2 19 3?1 ' 9 22 2

117. 3?2 9 1 24 22 3?3 1 12 2' 24 3?4 1' 19 32 3 3?? 19 2 34 32

119. 3?' 2 22 3' 34 3?7 22 24 39 3' 3?9 24 2' 4 39 3?/ 2' 29 42 4

11/. 3' 3 32 4' 44 3'1 32 34 49 4' 3'2 34 3' ? 49 3'3 3' 39 ?2 ?

12. 3'4 39 4 ?4 ?2 3'? 4 42 ?' ?4 3'' 44 4' ' ?9 3'7 4' 49 '2 '

121. 3'9 49 ? '4 '2 3'/ ? ?2 '' '4 37 ?2 ?4 '9 '' 371 ?4 ?' 7 '9

122. 372 ?' 7 7' 74

123. S,(R, +RO8P D;66,6O

124. !!BR

12?. Q1 242 ,O 24? 249 ,O 2?2 2?4 ,O 2/9 3 31 33

12'. Q2 141 ,O 144 14' ,O 1?1 1?3 ,O 1/7 1// 2 22

127. Q3 4 ' 9 1 1? ,O 1/ 22 24 2' 29 3 32 34 ,O 4 42 44 4' 49 ? ?2 ?4 ,O ' *

129. '2 '4 '' '9 7 72 74 ,O 9 92 94 9' 99 / /2 /? /' 1

12/. D +RO8P D;66,6O

13. $!, PROPR,

131. 34 ,O 372 ,G6CASS .1?

132. D;6 !(,R6($ S,(R, 133. 6SO,ROP6C COCR,

134. 2.1719?H7

13?. PO6SSO .17

13'. DS6, 23.?'1'

8/19/2019 GROUP 6 ggv

23/45

137. ($PG( 1*?

139. D(!P .?

13/. ,P COCR,

14. S,R+,G ;C8 27?7/ 141. D D;6 !(,R6($

142. !!BR PROPR, (!R6C(

143. 1 3 ? 7 / 11 13 21 23 2? 27 2/ 31 33 41 43 4? 47 4/ ?1 ?3 '1 '3 '? '7 '/ 71 *

144. 73 91 93 9? 97 9/ /1 /3 /7 // 11 ,O 13/ 23 ,O 24 373 ,O 4/ *

14?. 41 PR6S D .4 ID .4

14'. 2 4 ' 9 1 12 14 ,O 2 22 24 2' 29 3 32 34 ,O 4 42 44 4' 49 ? ?2 *

147. ?4 ,O ' '2 '4 '' '9 7 72 74 ,O 9 92 94 9' 99 / /2 /4 ,O /' /9 1 14 *

149. 141 ,O 22 241 ,O 33 PR6S D .4 ID .3

14/. COS,(,S

1?. !(,R6($ COCR, ($$

S,((D SP(C ** P(+ O. 4

1?1. S8PPOR,S

1?2. 1 3 ? 7 / 11 13 1? 17 1/ 21 23 2? 27 2/ 31 33 3? 37 3/ 41 43 4? 47 4/ ?1 ?3 *

1?3. ?? ?7 ?/ '1 '3 '? '7 '/ 71 73 7? ;6D

1?4. D;6 8BC $O(D

1??. IO .4 6 1.? R& 3.? R&I 3.? S,P ? C, .731 ( 1 > 1

1?'. S$;&6+G, 1

1?7. $O(D 1 $O(D,P S6S!6C ,6,$ S6S!6C

1?9. 8BC $O(D 1 1?/. $O(D 2 $O(D,P S6S!6C ,6,$ S6S!6C 2

1'. 8BC $O(D *1.

1'1. $O(D 3 $O(D,P S6S!6C ,6,$ S6S!6C 3

1'2. 8BC $O(D I 1

8/19/2019 GROUP 6 ggv

24/45

1'3. $O(D 4 $O(D,P S6S!6C ,6,$ S6S!6C 4

1'4. 8BC $O(D I *1.

1'?. $O(D ? $O(D,P D(D ,6,$ D(D$O(DS

1''. !!BR $O(D 1'7. 2 4 ' 9 1 12 14 2 34 4 ?4 74 92 94 9' 99 / /2 /4 /' /9 1 14 ,O 14' *

1'9. 1?2 1?/ 1'? 172 19? 1/2 ,O 1/9 2 ,O 22 86 + *1.'2

1'/. 1? ,O 1/ 22 24 2' 29 3 32 3? ,O 3/ 42 44 4' 49 ? ?2 ?? ,O ' '2 '4 '' '9 *

17. 7 72 7? ,O 9 /? 147 ,O 1?1 1?3 ,O 1?9 1' ,O 1'4 1'' ,O 171 173 ,O 194

*

171. 19' ,O 1/1 1// 86 + *7.9

172. 241 ,O 247 2?3 2' 2'' 273 29' 2/3 ,O 2// 31 ,O 33 86 + *?.31 173. 27/ 86 + *3.?4

174. S$;&6+G, *1

17?. $O(D ' $O(D,P $6> ,6,$ $$

17'. ;$OOR $O(D

177. R(+ 1.2 ;$O(D *1./ R(+ 2.? 12.? IR(+ 1.? +

TTO,TT a#ou" ;loorFOne&ay $oadsF&eigh"s.

Please no"e "ha" depending on "he shape o "he loor you %ay

have "o #reak up "he ;$OORFO&( $O(D in"o %ul"iple co%%ands.

;or de"ails please reer "o ,echnical Reerence !anual

Sec"ion ?.32.4.2 o"e d andFor ?.32.4.3 o"e .

179. R(+ 1.2 ;$O(D *1./ R(+ ?.? IR(+ 1.? 12 +

17/. R(+ 1.2 ;$O(D *1./ R(+ ?.? /.? IR(+ /.? 12 +

19. R(+ 1.2 ;$O(D *1./ R(+ /.? 1? IR(+ 1.? 12 +

191. O&( $O(D

192. R(+ 1.2 O *1./ R(+ ?.? /.? IR(+ 1.? /.? +

S,((D SP(C ** P(+ O. ?

8/19/2019 GROUP 6 ggv

25/45

193. R(+ 1.2 O *1./ R(+ 1? 1/ IR(+ /.? 12 +

194. ;$OOR $O(D

19?. R(+ 1.2 ;$O(D *4.9 R(+ 1? 1/ IR(+ ?.? /.? +

19'. $O(D 7 +R(,D (C6 ,(B$1 ? 197. RP(, $O(D

199. ? 1.2 ' 1. 1 1.

19/. $O(D 9 +R(,D (C6 ,(B$1 2

1/. RP(, $O(D

1/1. ? 1.2 ' 1.'

1/2. PR;OR! (($S6S PR6, ($$

P R O B $ ! S , ( , 6 S , 6 C S

***********************************

8!BR O; @O6,S 1/ 8!BR O; !!BRS 341

8!BR O; P$(,S '/ 8!BR O; SO$6DS

8!BR O; S8R;(CS 8!BR O; S8PPOR,S 39

SO$>R 8SD 6S ,G O8,*O;*COR B(S6C SO$>R

OR6+6($F;6($ B(D*&6D,GE 1?2F 32F 19 DO;

,O,($ PR6!(R $O(D C(SS E 9- ,O,($ D+RS O; ;RDO! E

/12

,O,($ $O(D CO!B6(,6O C(SS E SO ;(R.

S6I O; S,6;;SS !(,R6 E 1'? DO8B$ A6$O*&ORDS

RURDF(>(6$. D6SA SP(C E 14.9F ?7''1.3 !B

8/19/2019 GROUP 6 ggv

26/45

8/19/2019 GROUP 6 ggv

27/45

T 8BC ,P E /7 T

T 8BC ;(C,OR > E .39?7 0 4/1.79 E 19/.'/ A T

T T

TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT


T T

T I D6RC,6O ,a E .417 ,# E .34? ,user E . T

T , E .34?- $O(D ;(C,OR E *1. T

T 8BC ,P E /7 T

T 8BC ;(C,OR > E .39?7 0 4/1.79 E 19/.'/ A T

T T


@O6, $(,R($ ,ORS6O($ $O(D * 1

$O(D

8/19/2019 GROUP 6 ggv

28/45

1'1 ; .??7 ! .

1'2 ; .??7 ! .

1'3 ; .??7 ! .

1'4 ; .??7 ! . 1'? ; .??7 ! .

1'' ; .??7 ! .

1'7 ; .??7 ! .

1'9 ; .??7 ! .

1'/ ; .??7 ! .

17 ; .??7 ! .

171 ; .??7 ! .

172 ; .??7 ! .

173 ; .??7 ! .

174 ; .??7 ! .

17? ; .??7 ! .

17' ; .??7 ! .

177 ; .??7 ! .

179 ; .??7 ! .

17/ ; .??7 ! .

19 ; .??7 ! .

191 ; .??7 ! .

192 ; .??7 ! .

193 ; .??7 ! .

194 ; .??7 ! . 19? ; .??7 ! .

19' ; .??7 ! .

197 ; .??7 ! .

199 ; .??7 ! .

8/19/2019 GROUP 6 ggv

29/45

19/ ; .??7 ! .

1/ ; .??7 ! .

*********** ***********

,O,($ E 21.191 . (, $>$ 1.2 !,

2 ; 4.19 ! .

4 ; '.2? ! .

' ; '.'94 ! .

9 ; './ ! .

1 ; '.'94 ! .

12 ; '.2? ! .

14 ; 4.19 ! .

1' ; 7.7?1 ! .

19 ; 12.39/ ! .

2 ; 12.432 ! .

22 ; 1.997 ! .

24 ; 12.432 ! .

2' ; 12.39/ ! .

29 ; 7.7?1 ! .

3 ; 1.7// ! .

32 ; 17.7 ! .

34 ; 1'.2? ! .

3' ; 13./3? ! .

39 ; 1'.2? ! . 4 ; 17.7 ! .

42 ; 12.1/3 ! .

44 ; /.4' ! .

4' ; 14.7?1 ! .

8/19/2019 GROUP 6 ggv

30/45

S,((D SP(C ** P(+ O. 222

49 ; 13.97 ! .

? ; 12.1' ! . ?2 ; 13.97 ! .

?4 ; 14.7?1 ! .

?' ; 13.31 ! .

?9 ; ?.9/ ! .

' ; 9.?'9 ! .

'2 ; 9.121 ! .

'4 ; 7.22/ ! .

'' ; 9.121 ! .

'9 ; 9.?'9 ! .

7 ; /.4' ! .

72 ; ?.?74 ! .

74 ; 9.'22 ! .

7' ; 7.22/ ! .

*********** ***********

,O,($ E 399.?2 . (, $>$ 4.2 !,

77 ; 7.1'' ! .

79 ; 1.'39 ! .

7/ ; 11.4?/ ! .

9 ; 1.32 ! . 91 ; 11.4?/ ! .

92 ; 1.'39 ! .

93 ; 7.1'' ! .

94 ; 13.299 ! .

8/19/2019 GROUP 6 ggv

31/45

9? ; 21.239 ! .

9' ; 21.313 ! .

97 ; 19.''3 ! .

99 ; 21.313 ! . 9/ ; 21.239 ! .

/ ; 13.299 ! .

/1 ; 19.?13 ! .

/2 ; 2/.2'3 ! .

/3 ; 27.472 ! .

/4 ; 23.999 ! .

/? ; 27.472 ! .

/' ; 2/.2'3 ! .

/7 ; 2./2 ! .

/9 ; 1'.219 ! .

// ; 2?.299 ! .

1 ; 23.77' ! .

11 ; 2.7?3 ! .

12 ; 23.77' ! .

13 ; 2?.299 ! .

14 ; 22.33/ ! .

1? ; 1./7 ! .

1' ; 14.'99 ! .

17 ; 13./22 ! .

19 ; 12.3/2 ! . 1/ ; 13./22 ! .

11 ; 14.'99 ! .

111 ; 1'.219 ! .

112 ; /.??? ! .

8/19/2019 GROUP 6 ggv

32/45

8/19/2019 GROUP 6 ggv

33/45

13' ; 1/.?/1 ! .

137 ; 32.44 ! .

139 ; 3.2// ! .

13/ ; 2'.1' ! . 14 ; 3.2// ! .

141 ; 32.44 ! .

142 ; 29.2'3 ! .

143 ; 1./1/ ! .

144 ; 17.423 ! .

14? ; 1'.33/ ! .

14' ; 14.171 ! .

147 ; 1'.33/ ! .

149 ; 17.423 ! .

14/ ; 1/.?/1 ! .

1? ; 1.1?3 ! .

1?1 ; 17.??? ! .

1?2 ; 14.171 ! .

*********** ***********

,O,($ E 914./?1 . (, $>$ 1.2 !,

@O6, $(,R($ ,ORS6O($ $O(D * 2

$O(D

8/19/2019 GROUP 6 ggv

34/45

8/19/2019 GROUP 6 ggv

35/45

191 ; *.??7 ! .

192 ; *.??7 ! .

193 ; *.??7 ! .

194 ; *.??7 ! . 19? ; *.??7 ! .

19' ; *.??7 ! .

197 ; *.??7 ! .

199 ; *.??7 ! .

19/ ; *.??7 ! .

1/ ; *.??7 ! .

*********** ***********

,O,($ E *21.191 . (, $>$ 1.2 !,

2 ; *4.19 ! .

4 ; *'.2? ! .

' ; *'.'94 ! .

9 ; *'./ ! .

1 ; *'.'94 ! .

12 ; *'.2? ! .

14 ; *4.19 ! .

1' ; *7.7?1 ! .

19 ; *12.39/ ! .

2 ; *12.432 ! .

22 ; *1.997 ! . 24 ; *12.432 ! .

2' ; *12.39/ ! .

29 ; *7.7?1 ! .

3 ; *1.7// ! .

8/19/2019 GROUP 6 ggv

36/45

32 ; *17.7 ! .

34 ; *1'.2? ! .

3' ; *13./3? ! .

39 ; *1'.2? ! . 4 ; *17.7 ! .

42 ; *12.1/3 ! .

44 ; */.4' ! .

S,((D SP(C ** P(+ O. 22?

4' ; *14.7?1 ! .

49 ; *13.97 ! .

? ; *12.1' ! .

?2 ; *13.97 ! .

?4 ; *14.7?1 ! .

?' ; *13.31 ! .

?9 ; *?.9/ ! .

' ; *9.?'9 ! .

'2 ; *9.121 ! .

'4 ; *7.22/ ! .

'' ; *9.121 ! .

'9 ; *9.?'9 ! .

7 ; */.4' ! .

72 ; *?.?74 ! .

74 ; *9.'22 ! . 7' ; *7.22/ ! .

*********** ***********

,O,($ E *399.?2 . (, $>$ 4.2 !,

8/19/2019 GROUP 6 ggv

37/45

77 ; *7.1'' ! .

79 ; *1.'39 ! .

7/ ; *11.4?/ ! .

9 ; *1.32 ! . 91 ; *11.4?/ ! .

92 ; *1.'39 ! .

93 ; *7.1'' ! .

94 ; *13.299 ! .

9? ; *21.239 ! .

9' ; *21.313 ! .

97 ; *19.''3 ! .

99 ; *21.313 ! .

9/ ; *21.239 ! .

/ ; *13.299 ! .

/1 ; *19.?13 ! .

/2 ; *2/.2'3 ! .

/3 ; *27.472 ! .

/4 ; *23.999 ! .

/? ; *27.472 ! .

/' ; *2/.2'3 ! .

/7 ; *2./2 ! .

/9 ; *1'.219 ! .

// ; *2?.299 ! .

1 ; *23.77' ! . 11 ; *2.7?3 ! .

12 ; *23.77' ! .

13 ; *2?.299 ! .

14 ; *22.33/ ! .

8/19/2019 GROUP 6 ggv

38/45

1? ; *1./7 ! .

1' ; *14.'99 ! .

17 ; *13./22 ! .

19 ; *12.3/2 ! . 1/ ; *13./22 ! .

11 ; *14.'99 ! .

111 ; *1'.219 ! .

112 ; */.??? ! .

113 ; *14.791 ! .

S,((D SP(C ** P(+ O. 22'

114 ; *12.3/2 ! .

*********** ***********

,O,($ E *'''.3? . (, $>$ 7.2 !,

11? ; *'.7'9 ! .

11' ; *11.'9' ! .

117 ; *12.94/ ! .

119 ; *11.21 ! .

11/ ; *12.94/ ! .

12 ; *11.'9' ! .

121 ; *'.7'9 ! .

122 ; *1?.44 ! .

123 ; *2'.73 ! . 124 ; *2'.9/ ! .

12? ; *23.?? ! .

12' ; *2'.9/ ! .

127 ; *2'.73 ! .

8/19/2019 GROUP 6 ggv

39/45

129 ; *1?.44 ! .

12/ ; *22.943 ! .

13 ; *39.72 ! .

131 ; *3?.?34 ! . 132 ; *3.4?9 ! .

133 ; *3?.?34 ! .

134 ; *39.72 ! .

13? ; *2'.227 ! .

13' ; *1/.?/1 ! .

137 ; *32.44 ! .

139 ; *3.2// ! .

13/ ; *2'.1' ! .

14 ; *3.2// ! .

141 ; *32.44 ! .

142 ; *29.2'3 ! .

143 ; *1./1/ ! .

144 ; *17.423 ! .

14? ; *1'.33/ ! .

14' ; *14.171 ! .

147 ; *1'.33/ ! .

149 ; *17.423 ! .

14/ ; *1/.?/1 ! .

1? ; *1.1?3 ! .

1?1 ; *17.??? ! . 1?2 ; *14.171 ! .

*********** ***********

,O,($ E *914./?1 . (, $>$ 1.2 !,

8/19/2019 GROUP 6 ggv

40/45

2'. ;66SG

TTTTTTTTTTT D O; ,G S,((D.Pro R8 TTTTTTTTTTT

TTTT D(,E !(R ?-21' ,6!E 11?729 TTTT

TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT

T ;or "echnical assis"ance on S,((D.Pro- please visi" T

T h""pFFselec"services.#en"ley.co%Fen*8SF T

T T

T De"ails a#ou" addi"ional assis"ance ro% T

T Ben"ley and Par"ners can #e ound a" progra% %enu T

T Gelp*V,echnical Suppor" T

T T

T Copyrigh"

8/19/2019 GROUP 6 ggv

41/45

ATTACHMENT 3

DS6+ O; S,R8C,8R($ !!BRS

BEAM DESIGN CALCULATION

8/19/2019 GROUP 6 ggv

42/45

Bea% Cross Sec"ion 4 3

8sing SCP 21

;cW E 27.' !pa

;y E 41? !pa

X E ./

Y# E .294

Y E .1?'

Y%in E .34

Z E .234/

Y%a0 E .213

!u%a0 E 241.2' A * %

D E 34 %%

dW E ' !%

,ension Bar Dia%e"er E 29 %%

Co%pression Bar Dia%e"er E 32 %%

,ie Bar Dia%e"er E 1 %%

Concre"e Cover E 4 %%

8/19/2019 GROUP 6 ggv

43/45

8/19/2019 GROUP 6 ggv

44/45

ATTACHMENT 4

CO!P8,R +R(,D !OD$

8/19/2019 GROUP 6 ggv

45/45

Documents

GROUP 6 ggv