capstone project presentation

7/17/2019 Capstone Project Presentation

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Prepared By:

Hamad Abdullah AlDemikhi 430104432

Ali Fahad AlSaaran 430105182

Waleed Ali AlDhalaan 430102532

Superi!ed By: "#$adi!#r!:

Dr% Ahme& '()*+ Pr#,% 'alal -% Alre,eai

Dr% )halid S% Al$.ah&ani

De!i/n #, ul&i$S&#ry

%"% Buildin/1

-u&line #, &he Pre!en&a&i#n

Introduction:o Overview.o Objectives.o Main design descriptions and Specifications.

Summary of first semester:o

Load calculation.o Design of beams.o Design of column.

Design of slab.

Soil Bearing capacity calculation.

Design of footing.

!"BS model.

#lanning and $ost stimating:o $ost estimation using %&I! software.o #roject planning using Microsoft project software.

n&r#du&i#n

-erie:!'e project is about a residential building (villa) located in

%iyad'. !'e villa is consisting of two floors (ground and firstfloor). It also 'as some rooms on t'e roof of t'e building.!'e land area is *++ m,- t'e building area is / m,.

!'e area and t'e elevation of eac' floor are given below:

.r#und Fl##r plan #, &he Buildin/4

Fir!& Fl##r plan #, &he Buildin/5

##, plan #, &he Buildin/6

-be&ie!

!'e main objective of t'is project is to analy0e and design an %$ building using 'and calculation and software under t'e effect of deadload and live load based on SB$*+ (Loads and 1orces %e2uirements)-SB$*+3 ($oncrete Structures %e2uirements)- SB$*+3$ ($oncreteStructures $ommentary) and SB$*+* (Soil and 1oundations

%e2uirements). Designing t'e fundamental structural elements (beam- column- slab

and footing) by 'and calculations.

$reating a *4D model of t'e building studied by using !"BS.

$'ec5ing t'e results wit' t'e results of !"BS.

$alculating t'e bearing capacity of t'e soil t'at is necessary for footingdesign.

stimating t'e cost for t'e building using %&I! software.

#roject planning using Microsoft project software.

ain de!i/n de!rip&i#n! and Spei,ia&i#n!

!'e design is carried out based on Saudi Building $odes (SB$*+- *+* and *+3).

!'e building is constructed as in4situ cast reinforced concretestructure.

"ll walls are made of masonry bloc5s.f c6 7 ,8 M#a 9 f y 7 3,+ M#a

1loor system is ,la& !lab i&h beam!:

!'is floor system is very economical because

t'e formwor5 is readily available- and less

reinforcement is needed. "lso because t'eres only

a small span between eac' joist- t'e slab can be t'inner.

inimum #er:!'e minimum cover to protect t'e reinforcement in concrete s'all not beless t'an re2uired by Section /./ (SB$ *+3):

6#ad #mbina&i#n:

$onsider only dead and live loads:

.3 (DL) ; ./ (LL) (SB$ *+42. ,.*.,4,)

ain de!i/n de!rip&i#n! and !pei,ia&i#n!9

Summary #, ,ir!& !eme!&er

Load calculation:

!'e loads were calculated based on:o <nit weig't of concrete ( ϒ c )7 ,3 =>?m*

o <nit weig't of wall ( ϒ b )7 @.8 =>?m*

o f c6 7 ,8 M#a. f y 7 3,+ M#a.

o Live load 7 , =>?m,

o !otal SDL for roof floor 7 ,.A =>?m,

!otal SDL for first floor 7 ,.@ =>?m,

o !otal SDL for ground floor 7 ,.@ =>?m,

o Load in Slab (1irst 1loor) 7 ./3 =>?m,

o Load in Beam (1irst 1loor) 7 *+.+3 =>?m

o Load in Beam , (1irst 1loor) 7 *,.@@A =>?m

o Load in Slab (%oof) 7 ,.+,3 =>?m,

o Load in Beam (%oof) 7 *+.*,A =>?m

o Load in Beam , (%oof) 7 ** =>?m

o Load on $olumn 7 *,.@ =>

Design of %.$. Beam (1irst 1loor) :%einforcement for MaC. #ositive Moment 7 * 3

200 mm

120 mm

3 steel bars - 14 mm

Add 2 bars for stirrup

Design of %.$. Beam (1irst 1loor) :%einforcement for MaC. >egative Moment 7 * 3

200 mm

120 mm

8 Ø ties @ 600

Add 2 bars for stirrup

Design of column :%einforcement 7 A 3

Design of !ies 7 A E ties F ,++

200 mm

120 mm

8 Ø ties @ 200

Design of slab15

Ln 7 3+,8 G *++ G ++ 7 *@,8 mm

1rom table:

'min 7 7 7 +H mm

!a5e 'min 7 3+ mmd 7 ' G cc G d 7 +A mm

2u 7 .3 2D ; ./ 2L 7 .@ =>

"hek #ne ay !hear:

& u 7 2u ( G d ) 7 H./ =>

& $ 7 b d 7 H+ => & ɸ $ 7 @/.8 =>

& ɸ $ & u Safe

"hek &# ay !hear:

& u,7 2u ( panel area G area aroundcolumn closed by bo ) 7 8A., =>

Bo 7 , J +.* ; , J +.@ 7 .A m

& c 7 , () bo d 7 *,3 =>

& c 7 ,3* => & c & u, O=

MOL 7 ** =>

MOS 7 HA.@ =>

6#n/ Span:

"#lumn !&rip iddle !&rip

4 ; 4 ;

u 0%75 89%45 $94%8 )+%m0%949%55 27%;

)+%m0%25 89%45 $21%9

)+%m0%449%55 18%92

Pa Pa Pa

A !0%001252012%5114

289%78 mm2

0%00182012%5114 507%2 mm2

0%009132012%5114 373%;9 mm2

0%001552012%5114 355%9 mm2

Bar!!ele&ed

7=10 7=10 7=10 7=10

4 ; 4 ;

u 0%75 89%45 $94%8 )+%m0%949%55 27%;

)+%m0%25 89%45 $21%9

)+%m0%449%55 18%92

A !0%001252012%5114

289%78 mm2

0%00182012%5114 507%2 mm2

0%009132012%5114 373%;9 mm2

0%001552012%5114 355%9 mm2

Bar!!ele&ed

7=10 7=10 7=10 7=10

column strip

middle strip

De&ailin/ ,#r l#n/ !pan in !lab

Sh#r& Span:

4 ; 4 ;

u +./8J@3 7 43A =>.m +.@J*3.8 7 ,+./ =>.m +.,8J@3 7 4@ =>.m +.3J*3.8 7 *.A=>.m

n M#a M#a M#a M#a

A !+.++3*J,+,.8J+,7AA,

+.++,@J,+,.8J+,783/mm,

+.++*J*@,.8J+,73H mm,

+.++J*@,.8J+,7*8/ mm,

Bar!!ele&ed

A, A, A, A,

4 ; 4 ;

u +./8J@3 7 43A =>.m +.@J*3.8 7 ,+./ =>.m +.,8J@3 7 4@ =>.m +.3J*3.8 7 *.A=>.m

A !+.++3*J,+,.8J+,7AA,

+.++,@J,+,.8J+,783/mm,

+.++*J*@,.8J+,73H mm,

+.++J*@,.8J+,7*8/ mm,

Bar!!ele&ed

A, A, A, A,

De&ailin/ ,#r !h#r& !pan in !lab

column strip

middle strip

Bearin/ "apai&y "alula&i#n

"alula&i#n #, Bearin/ "apai&y #, &he S#ilSummary of SPT values

!ept" #$-1 #$-2 #$-3 #$-4 #$-% &A' &()

3 46 26 32 24 30 46 24

4.5 44 1% 26 2* 40 44 1%

De!i/n #, ,##&in/23

2+),m4-80

desi./stre/.t"for pressuresoilltimate

V u1 = qu × hatched

ein,#remen&! Shedule!29

ein,#remen&! Shedule!30

*'ABS #del

De!i/nin/ &he buildin/ in *'ABS by:o Defining t'e loads.

o Defining t'e materials.

o Defining t'e structural elements (column- beams- slabs).

o $reating t'e model.

o Defining t'e load combinations.

o "ssign t'e loads.

$'ec5 and %un t'e model .o Design.

3$D #del32

Ba!e plan33

S&#ry #ne plan34

S&#ry &# plan35

S&#ry &hree plan36

+#r&h Side ie 37

S#u&h Side ie 38

We!& Side ie 39

*a!& Side ie 40

De,le&i#n41

ea&i#n!42

ein,#remen&43

Plannin/ and "#!& *!&ima&in/

"#!& e!&ima&i#n u!in/ *>' !#,&are%

Pr#e& plannin/ u!in/ ir#!#,& pr#e&!#,&are

"#!& e!&ima&i#n u!in/ *>' !#,&are

stimating t'e cost using t'is software by importing t'e

model from !"BS- analy0ing t'e building to get t'e

amount and cost of concrete- steel- and formwor5

re2uired for t'e structural elements on eac' story. !'en

determining t'e number of labor needed in t'e job and

t'e total cost of labors. 1inally adding t'e cost for

material wit' t'e cost for wor5er to get t'e total cost of

t'e building.

"#!& e!&ima&i#n u!in/ *>' !#,&are

"#!& a!!ump&i#n!:

o $oncrete cost (material; driver; assistance) 7 ,++ S%?m*.

o Steel cost 7 ,8++ S%?ton. (By multiplying t'e weig't into

t'e density of steel K7 /.A8 ton?m*).

o 1ormwor5 cost 7 8+ S%?m,.

1ormwor5 wor5er 7 /8 S%?day.o Steel wor5er 7 ++ S%?day.

"#!& e!&ima&i#n u!in/ *>' !#,&are

Per,#rmane a!!ump&i#n!:N >o. of carpenters 7 , wor5ers. N >o. of smit's 7 A wor5ers.

o #roductivity of carpenters 7 * wor5ers finis' /.8 m,?day.

, wor5ers finis' *+ m,?day.

o #roductivity of smit's (Slab) 7 , wor5ers finis' reinforcing , m*?day ofconcrete.

A wor5ers finis' reinforcing A m *?day of concrete.

#roductivity of smit's (1ooting- $olumn- Beam) 7 3 wor5ers finis'reinforcing , m*?day of concrete.

A wor5ers finis' reinforcing 3 m*?day of concrete.

'#&al #!&

!otal cost 7 ,,@3@ S%

*>' 3$D m#del49

Pr#e& plannin/ u!in/ ir#!#,& pr#e& !#,&are

$alculating t'e project duration by sorting t'e project

tas5s and activities according to t'eir precedents.

"ssuming t'e wor5days from Saturday to !'ursday- A

'ours a day. #roviding limited resources to t'e activities.

!'e outcomes are:

o antt $'art.

o Budget report.

o $as' flow.

.an&& "har&51

Bud/e& rep#r&52

"a!h ,l# 53

"a!h ,l# 54

'hank y#u

Any ?ue!&i#n

capstone project presentation

design of slab

roof floor

building area

design of column

design of footing

footing design

design of beams

rc building

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