calculating reinforcements or iron rods in raft foundatio1

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  • 8/17/2019 Calculating Reinforcements or Iron Rods in Raft Foundatio1

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    Calculating Reinforcements or Iron Rodsin Raft foundation

    Download images here if not visible

    image 1

    image 2

    Image 1, shows beams of section 1-1,2-2,,4-4 and 5-5 but for this purpose we are going to

    assume that section 2-2 is used for the entire raft.Image 2, is the reinforcements details for the raft slab also showing its sections.

    Lots of people are considering building their houses around water bodies and the large portions

    of the highbrow areas in Lagos state are waterlogged so the demand for raft foundation is high.tarting with image 1 section 2-2 the dots represents the iron rods runners, these are usuall! the

    thic"er of the rods and the! la! them to run round the rings of the raft foundation in this case it is

    a 1#mm rod in $ places.

    %he ring which is usuall! the thinner one is represented b! the thic" line forming a rectangle of11&&mm ' 225mm (ust as shown on the drawings.

    )alculating the runners *1#mm rods+ we need to "now the entire length of the foundation trench*e'cavated portion of the soil+ which we can get from image 2, the trench will be along the

    dotted lines that crosses the thic" suare columns or pillars as shown in the drawings, the thic"

    suare dots are representing the pillars of the building so the trench are been represented b! the

    dotted lines running and (oining all of them, this !ou can easil! calculate since the dimension arealread! given outside the perimeter chec" dimensions -/-)-D and 1-2-0-4-5--

    3rom our sums the total length of trench is #5.#m or 21# feets. %herefore the 1#mm rods we

    need is *#5.#m ' $ rods+1154 lengths of 1#mm rods.

    11meters*m+ is ta"en as the length of a rod so if the total length is *#5.# ' $+ then (ust divide b!11 as was done above then !ou6ll "now the number of rods !ou are to bu! which is 54 lengths inthis case,

    If 1#mm rods go for 72&&rod then

    total for 1#mm rods72&& ' 547145,&&

    1#mm on the drawing is represented as 81#&1 and 81#&2 7ow to calculate the rings , remember the total length of the trench or foundation hole round site

    is #5.#m.

    http://www.buildingcontractorsecrets.com/tony%20sd-Layout1.pdfhttp://buildingcontractorsecrets.com/tony%20sd-Layout2.pdfhttp://buildingcontractorsecrets.com/tony%20sd-Layout2.pdfhttp://www.buildingcontractorsecrets.com/tony%20sd-Layout1.pdf

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    )alculate the length of each ring from the drawing , we ta"e each ring to be appro'imatel!

    *15mm 91&5&mm915mm91&5&mm+245&mm or 2.45m. :sing section 2-2 for all, our rings

    will be ta"en as 12mm rods and the! spaced at 0&&mm or &.0m from each other or *center tocenter+ *ee /;< drawings on image 1-0&& cc lin"s+

    o "nowing that each ring is 2.45m, we got that b! removing 25mm from the dimensions we

    have round the section of 225mm b! 11&&mm, so if !ou remove 5&mm from 225 !ou6ll get15mm same as removing 5&mm *25mm top and bottom of drawings+ for 11&&m will give

    1&5&mm , since the! are spaced at 0&&mm to each other ignoring the overlap

    that we are supposed to also add (ust for this purpose ,then to)alculate the numbers of rings in total trench,

    #5.#m&.0m or #5#&&mm0&&mm21$ rings and each ring is 2.45m, therefore total lengths of

    rings

    2.45m ' 21$ 50#.55=ods are sold in 11m lengths ,so to "now the numbers of rods !ou are going to bu! , (ust divide

    50#.55 b! 114 lengths of 12mm rods.

    If 12mm rod is 71#&& ' 4$7,4&&.

    )alculating the reinforcementsiron rods in slab * refer to image 2+

    3or eas! calculation of the reinforcements (ust follow the specifications b! the left of drawingthen trace the line on each specification to the drawing then chec" where there is a dot, the line

    crossing that dot is what to be calculated. %he dots are usuall! supported b! arrows both sides,

    this indicates where that particular rod suppose to end.

    o starting from the top1$812&1-2&&)),

    %he total length of this is the bro"en line spanning the entire drawing so the total length is

    02590$5&91059125&94$59125&1#.#25*ignoring the return+ multipl! that b! 1$ because that is what is stated at

    2&&cc015.5mDivide b! 11m2 lengths of 12mm rods>>-*1+3or second line,

    02590$5&9105$.15m

    divide b! 11m1 length of 12mm rods>>>*2+ Line 3,

    %his is a peculiar case the line is appro'imatel! 2m not reall! specified in the drawing but the

    arrows are in 4 places along that line and four of those rods are to be placed at each point where

    !ou have *4+ written on the drawing.so 1# ' 2m02, 02 divide b! 11m0 lengths of 1&mm rods>>>?*0+

     Line 4,

    #81&&2-25&))/

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    0 @ 2#, DIAID; /8 11

    L;7B%C 3 12>>>>-*#+ Line 7,

    In line , the line was not drawn directl! to cross the dot, so trace where the dot is up and !ou6ll

    see another dot indicating how the iron rods will be placed ,the line is a bro"en line

    0 ' *025+*ignoring the overlap and return+01.45divide b! 112$ lengths of 12mm rods>>>?*+

     Line 8,

    '2m1#m, divide b! 11m1 12 lengths of 1&mm rods>>>?*+

     Line 9,

    '21#m

    1 12 lengths of 1&mm rods >>>-*$+ 7ote the short lines are immeasurable and are (ust estimated to be 2m each

     Line 10,

    ' *2.$1&90.25+51.5$5 divide b! 11

    4 lengths of 12mm rods>>>>>>*1&+)hec" the other dot at at the same line up and measure the bro"en line in our case the return and

    overlap was ignored. Line 11

    1&0 ' 2 2, divide b! 11

    1$ lengths of 12mm rods>>>*11+ Line 12,

    1$ ' 20

    0 12 lengths of 12mm rods>>>*12+ Line 13,

    1$ ' 20

    0 12 lengths of 12mm rods>>>*10+ Line 14,

    04 ' 2#

    # lengths of 1&mm rods>>>*14+ Line 15

    1$E20

    Divide b! 110 12 lengths of 12mm rods >>?*15+

     Line 16 ,

    1&0 ' 2 2, divide b! 11 1$ lengths of 12mm rods Line 17 

    # ' 212m

    divide b! 11m1 length of 1&mm rods Line 18

    12 ' 4$55$.m

    divide b! 11m5 12 length of 1&mm rods Line 19

    1& ' 22&m

    divide b! 11m2 length of 1&mm rods Line 20

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    ' 21#m

    divide b! 11m1 12 length of 1&mm rods Line 21

    1$ ' *125&94$5+ ignoring overlap and return10&.25

    divide b! 11m12 length of 12mm rods

     Line 220& ' 2#&m

    divide b! 11m5 12 length of 1&mm rods Line 23

    15 ' 20&m

    divide b! 11m0 length of 12mm rods

     Line 24

    1$ '*125&9 4$59125&9105+1#.15divide b! 11m15 12 length of 12mm rods

    %herefore total numbers of lengths of iron rods of 1&mm21 rods

    If 1

    &mm rods are sold for 710&&, then 21 rods052,0&&

    nd the total for 12mm rods for the slab is 21$ rodsIf 12mm rods are sold for 71#&&, then 21$ rods705&,4&&

    %otal reinforcements for the raft foundation above is

     7145,&&97,4&&97052,0&&9705&,4&&Total=N926,900

    uthor omionFosted onGul! 2, 2&&$)ategories:ncategoriHed

    36 thoughts on “Calculating Reinforcements or IronRods in Raft foundation”

    1. kelvinsays:

    February 28, 2011 at 2:15 pm

    thank you for ur tutorial,infact i have not seen any website like urs. pls continue to

    educate the masses God will bless u the more.

    Reply

    1. emmasays:

    http://buildingcontractorsecrets.com/author/omion/http://buildingcontractorsecrets.com/calculating-reinforcements-or-iron-rods/http://buildingcontractorsecrets.com/category/uncategorized/http://buildingcontractorsecrets.com/calculating-reinforcements-or-iron-rods/#comment-1187http://buildingcontractorsecrets.com/calculating-reinforcements-or-iron-rods/?replytocom=1187#respondhttp://buildingcontractorsecrets.com/author/omion/http://buildingcontractorsecrets.com/calculating-reinforcements-or-iron-rods/http://buildingcontractorsecrets.com/category/uncategorized/http://buildingcontractorsecrets.com/calculating-reinforcements-or-iron-rods/#comment-1187http://buildingcontractorsecrets.com/calculating-reinforcements-or-iron-rods/?replytocom=1187#respond

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    February 28, 2011 at 9:22 pm

    Thanks Kelvin for the wonderful comments you really made my day.

    Reply

    2. kelvinsays:

    February 28, 2011 at 2:27 pm

    P! "#$ % &'(T) *$ +*& T* )T#( # !#-!T'%"T%'#/

    Reply

    0. sunniykesays:

    March 4, 2011 at 6:27 pm

    # % -) *') )$(G+T)$) #! % ($T)$! 2 )"T%') %! *$ -%(($G

    "*$!T'%"T(*$

    Reply

    3. L. A. 'AMEENsays:

    May 12, 2011 at 11:48 am

    !ir, this site and your efforts is in deed an educative services to the 4lobal illiteracy of

    know5hows on buildin4 technolo4y as well as brainstormin4 to the professionalism of

    civil en4ineerin4. ou can reach the hori6on of this with ur more sweat and swots

    towards this mission. Thanks and Kudos to the work.

    Reply

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    1. emmasays:

    May 18, 2011 at 6:52 am

    Thanks and God bless you indeed.

    Reply

    2. emmasays:

    July 19, 2011 at 9:52 pm

    Thanks

    Reply

    7. G. Harrisonsays:

    July 19, 2011 at 6:27 pm

    "an you please post pictures of works you have done as well as your contact details.

    Thanks

    Reply

    1. emmasays:

    July 19, 2011 at 9:52 pm

     #rc. *mion )mmanuel

    $o 21 icheal *deyemi street,

    (kola5(pa8a

    a4os

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    992;22;2

    email5omionickuest ( willsend it. (nfact check your mail ( have already sent pictures of them to you.

    Thanks

    Reply

    ;. chris 234says:

     August 9, 2011 at 12:42 pm

    ost i used iron rods for my 3 bun4alow in (K*'*%?. T+) !*( (! **!)

     #''*%$ T)' **G) #')#. # #K) (! @%!T #T -#"K.

    -%() G#A) ) # -( *B $1.0 ((*$. #$*T+)' -%()' $*T $))

    ('*$ '*! !($") (T! # -%$G#*&. T+#T "*$')T) &( *$) '*%$ T+)

    -%($G. T+)$ B( %P # -%($G !P#")! &(T+ ') !#$ #$ T+)$

    G)'#$ B**'.. P! #A(!)

    Reply

    C.  Aramide Samuelsays:

     August 10, 2011 at 9:57 pm

    Good 8ob, you are blessin4

    Reply

    . chisays:

    mailto:[email protected]://buildingcontractorsecrets.com/calculating-reinforcements-or-iron-rods/?replytocom=1194#respondhttp://buildingcontractorsecrets.com/calculating-reinforcements-or-iron-rods/#comment-1196http://buildingcontractorsecrets.com/calculating-reinforcements-or-iron-rods/?replytocom=1196#respondhttp://buildingcontractorsecrets.com/calculating-reinforcements-or-iron-rods/#comment-1197http://buildingcontractorsecrets.com/calculating-reinforcements-or-iron-rods/?replytocom=1197#respondmailto:[email protected]://buildingcontractorsecrets.com/calculating-reinforcements-or-iron-rods/?replytocom=1194#respondhttp://buildingcontractorsecrets.com/calculating-reinforcements-or-iron-rods/#comment-1196http://buildingcontractorsecrets.com/calculating-reinforcements-or-iron-rods/?replytocom=1196#respondhttp://buildingcontractorsecrets.com/calculating-reinforcements-or-iron-rods/#comment-1197http://buildingcontractorsecrets.com/calculating-reinforcements-or-iron-rods/?replytocom=1197#respond

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    ct!ber 1", 2011 at 9:12 pm

     very detailed,thanks?pls what >uantity of laterite will i need for fill a 19D1Em floor area

    to a hei4ht of ;99mm above 4round level F current cost of a tipper of laterite? thanks

    Reply

    E. OLA says:

    #!$ember 1, 2011 at 11:57 am

    hello )n4r,

    the foundation slab of a buildin4 ( am supervisin4 cracked and 4ave way partly due to

    the fact that rainwater entered into the 3m dept laterite filled sub structure thro. !hower

    tray. &hat do you advise !ir

    *# 

    Reply

    19. !am Evaris"ussays:

    #!$ember 9, 2011 at 1:48 am

    That was a brilliant one. Please keep it up.

    Reply

    11. !am Evaris"ussays:

    #!$ember 9, 2011 at 1:49 am

    That was very brilliant. Kudos.

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    Reply

    12. #yriacussays:

    #!$ember 10, 2011 at 7:18 pm

    !ir, you are a blessin4 to us upcomin4 builders,thanks and God bless you.

    Reply

    10. Shah$a% dandinsays:

    Ja%uary "1, 2012 at 8:28 am

    Than>?.Hfor makin4 concept clear

    Reply

    13.  Ade &emisays:

     Apr&l 17, 2012 at ":01 pm

    ( really want to have samples of your 8ob re>uirin4 raft foundation. ( have a land which

    re>uires raft foundation and ( would like to know if you would be the best to handle the

    pro8ect. Please send me samples at oyede8i

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    Reply

    1;. nandansays:

    July 9, 2012 at 12:2" pm

    how i provided eDtra reinforcement in raft foundation a basic thumb rule

    Reply

    1C. San!ay says:

    July 11, 2012 at 8:0" am

    "an i make 2nd floor 3 no. 12mm rod in one colom

    please inform me ur4ently 

    Reply

    1. shammilsays:

    July 16, 2012 at 8:01 am

     #m alway educated readin4 ur articles,God bless u pls can u write on how to make a

     buildin4 profile.thank u

    Reply

    1. emmasays:

    July 27, 2012 at 7:"" pm

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    -uildin4 profile is about settin4 out may be you can 4et somethin4 from here.

    http:IIbuildin4contractorsecrets.comI299I90Isettin45out5of5buildin4I

    Thanks

    Reply

    1E. shammilsays:

    July 16, 2012 at 8:06 am

     #m alway educated readin4 ynur articles,God bless you please can you write on how to

    make a buildin4 profile.thank you

    Reply

    29. Moses N"si)esays:

    'eptember 5, 2012 at 11:40 am

    This is a very useful website and help desk . ( love itHH

    Reply

    21. SEsays:

    July 9, 201" at 8:"9 am

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    July 22, 201" at 10:11 pm

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    2. ayosays:

    May 16, 2015 at 8:58 am

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    this site is so wonderful, it has really helped me a lot, God bless u.

    Reply

    2E. ri/h"says:

    Ju%e 9, 2015 at 2:"4 pm

    %sin4 ; pieces of 12mm rod as a4ainst 3 pieces of 1;mm rod to build a column. &hich

    one 4ives a stron4er column Thanks.

    Reply

    09. 0osinsays:

    Ju%e 18, 2015 at 8:14 pm

    Please what=s the number iron re>uired for a German floor E3s> meter is the area of the

    foundation

    Thanks.

    Reply

    01. +as)ersays:

     August 7, 2015 at 10:18 pm

     &ow thanks but can ( 4et the beam arran4ement dimension to enable 4et some of those

    fi4ures ri4ht. Thanks once more

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