perhitungan struktur shelter_meyerhoff anly.xlsx

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    CALCULATION

    FOR: WAREHOUSE & WORKSHOP BULDING

    PROJECT: SKG RANTAU PANJANG

    1. MODEL DESIGN

    P= 15 m

    2 PURLIN CALCULATION

    Purli D!"i# A$l%"i"

    S'$ () Purli

    Purli i" m(*!l $" $ "im'l! +!$m $$l%"i"

    Di",$-! +!,.!! )r$m! i" L)r$m!=

    Di",$-! +!,.!! 'urli i" L'urli=

    R(() "l('!

    Pu, "$#r(* i ,/! mi**l! () i,

    L"$# =L )r$m!

    = 1023

    4=

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    Dim!"i(!ri#

    ,r% li' -/$!l: 15615676387

    A= 901 -m7

    .= 02 #;m

    I6 79 -m# W7

    C!ili#@/$#!r W3

    ?!- @ !l!- W).

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    *!',/ () +!$m

    *i",$-! C;C $#!

    .i*,/ () +!$m

    ,/i-!"" () .!+,/i-!"" () $#!

    -r("" "!-,i( $r!$

    i!r,i$ m(m!, i m$(r $6i"

    i!r,i$ m(m!, i mi(r $6i"

    %i!l* ",r!#,/ () ",!!l

    !l$",i-i,% m(*uli () ",!!l

    #r$i,%

    !!-,i! "/!$r $r!$ i m$(r $6i"

    !!-,i! "/!$r $r!$ i mi(r $6i"

    "!-,i( m(*uli i m$(r $6i""!-,i( m(*uli i mi(r $6i"

    r$*ii () #%r$,i( i m$(r $6i"

    r$*ii () #%r$,i( i mi(r $6i"

    l!#/, () m!m+!r i m$(r $6i"

    l!#/, () m!m+!r i mi(r $6i"

    !!-,i! l!#/, )$-,(r i m$(r $6i"

    !!-,i! l!#/, )$-,(r i mi(r $6i"

    m(m!, -(!-i!,

    1 #;-m7 = 1 ?'$

    1 #;-m7 = 1 ?'$

    1 #;-m7 = 1 ?'$

    #;-m7 = ?'$

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    7

    r = 135012

    13051 ?'$ = F$-

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    012

    1 OK

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    FOUNDATION DESAIN

    A SOIL PROFILE AND DESAIN PARAMETER

    GWL = 1 mNSPT = 75

    Cu = 15 ,;m7

    E" = 1175 ,;m7

    U" = 035

    T%'! () "(il = Cl$%

    B SHALLOW FOUNDATION ANALYSIS

    here:

    5 ultimate bearin capacit&

    c 5 cohesion of soil

    5 unit weiht of soil

    < 5 e

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    +0 Dim!"i( () )((,i#

    C(l(um

    F((,i#

    LOAD CO?BINATION WHICH PROIDES ?AI?U? Pu "!ri-!

    A0 L($*i# D$,$

    L($* )r(m L($* -(m+i$,i( ./i-/ 'r(i*!" Pu m$6 "!ri-! -(*i,i(

    $0 !r,i-$l r!$-,i( )(r-!= 3033 ,(

    +0 W!i#/, () )(u*$,i(=

    -(l(um 075 ,(

    +$->lli# 07 ,(

    )((,i# 103< ,(

    T(,$l () !r,i-$l l($* 5055 ,(

    H(riX(,$l r!$-,i( )(r-!=

    H= 0 ,(

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    -0 ?(m!, *u! ,( H8 *i",$-! $@+@/ 095 m

    ?(m!, r!$-,i( )(r-! ( +$"! 'l$,!

    T(,$l m(m!,

    B0 C/!-i# () ",r!"" ( "(il

    L($* )r(m l($* -(m+i$,i( ./i-/ 'r(i*!" Pu m$6 "!ri-! -(*i,i(

    != 015 m

    1=

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    E0 C/!-i# () )(u*$,i( ",$+ili,% *u! ,( (!r,ui#

    O!r,ui# m(m!,= ?@H$@+@/

    ?(= 097 ,( m

    W1 075

    W7 103lli# 07 ,(

    )((,i# 103< ,(

    T(,$l () !r,i-$l l($* 011 ,(

    H(riX(,$l r!$-,i( )(r-!=

    H= 025 ,(

    -0 ?(m!, *u! ,( H8 *i",$-! $@+@/ 095 m =

    ?(m!, r!$-,i( )(r-! ( +$"! 'l$,! =

    T(,$l m(m!, =

    B0 C/!-i# () ",r!"" ( "(il

    L($* )r(m l($* -(m+i$,i( ./i-/ 'r(i*!" Pu m$6 "!ri-! -(*i,i(

    != 01 m

    1= 305 ,;mlli# W: 7077 ,(

    W;m7 0 ,;m

    1: lli# W: 7077

    W;m7 0

    1:

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    3 L($* )r(m -(m+i$,i( ./i-/ 'r(i*!" Pu m$6 "!i"mi- -(*i,i(

    Ul,im$,! l($*i# r!$-,i( )(r-!

    L($* )r(m l($* -(m+i$,i( ./i-/ 'r(i*!" Hu m$6 "!ri-! -(*i,i(

    Ul,im$,! l($*i# r!$-,i( )(r-!

    L($* -(m+i$,i( Pr(i*!" m$6 Pu!r,i-$l L($* 1 6 Pu 011

    H(riX(,$l l($* 1 6 Hu 025

    1 6 ?u

    m 0