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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
%
&
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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
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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
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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
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;or design o purlin ;S
Seis%ic coeicien"s Ca E .44a
Cv E .'4v
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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
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!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
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ATTACHMENT 1
BASIC LOAD CALCULATION
1. DEAD LOAD:
1.1Selweigh"
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6ncludes all %odeled s"ruc"ural %e%#ers such as #ea%s and
colu%ns.
Descrip"ion 8ni" weigh" ,hickness Pressure
load
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2. LI"E LOAD:
Ca"egory Descrip"ion 8nior% $oad
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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 "
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S
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2
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Design Base Shear
> E %a0
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;igure 3.1 Seis%ic $oad along *Direc"ion
;igure 3.2 Seis%ic $oad (long I*Direc"ion
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ATTACHMENT 2
CO!P8,R)+R(,D S,R8C,8R($ (($S6S O8,P8, O; ,G
S,R8C,8R
1. S,((D SP(C
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6P8, ;6$ 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/
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7. @O6, COORD6(,S
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29. 13 12.? 7.2 /.? 14 1? 7.2 /.? 1? 7.2 12 1' 2.? 7.2 12 17 ?.? 7.2 12
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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 ?.?
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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 /.?
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4'. 191 1.2 12 192 2.? 1.2 12 193 ?.? 1.2 12 194 7.? 1.2 12 19? /.? 1.2 12
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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
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?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'/
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??. 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
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'. 91 ?9 191 92 ?9 ' 93 ' 192 94 ' '2 9? '2 193 9' '2 '4 97 '4 194
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'/. 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
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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
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*********** ***********
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*********** ***********
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8/19/2019 GROUP 6 ggv
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8/19/2019 GROUP 6 ggv
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8/19/2019 GROUP 6 ggv
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*********** ***********
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*********** ***********
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8/19/2019 GROUP 6 ggv
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*********** ***********
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8/19/2019 GROUP 6 ggv
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*********** ***********
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ATTACHMENT 3
DS6+ O; S,R8C,8R($ !!BRS
BEAM DESIGN CALCULATION
8/19/2019 GROUP 6 ggv
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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?'
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,ie Bar Dia%e"er E 1 %%
Concre"e Cover E 4 %%
8/19/2019 GROUP 6 ggv
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ATTACHMENT 4
CO!P8,R +R(,D !OD$
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