ANALISIS BEBAN ABUTMENT JEMBATAN SEI. TEBING RUMBIH (RAY 15), BARITO KUALA, KALSEL A. DAT DATA STRU STRUKT KTUR UR AT ATAS
B. DATA STRUKTUR BAWAH (ABUTMENT)
I. ANALISIS BEBAN KERJA 1. BERAT SENDIRI (MS) 1.1. BERAT SENDIRI STRUKTUR ATAS
Struktur atas
1.2. BERAT SENDIRI STRUKTUR BAWAH
1.3. BEBAN TOTAL AKIBAT BERAT SENDIRI (MS)
2. BEBAN MATI TAMBAHAN (MA)
Beba !a"a ab#$%e$ a&'ba$ beba %a$' $a%baa,
MA * 1+2 WMA * 33-.-5 E&/e$0'/'$a/ beba $". "a/',
e * B4+2 b- b+2 * 6.26 %
M%e !a"a 7"a/' a&'ba$ be0a$ /e"'0' /$0#&$#0 a$a/, MMA * MA e * 8. 3. TEKANAN TANAH (TA)
9/: * 9/ ø: * $a1 (K;R $a ; ) "e
5? ;: + 2 ) Be0a$ $aa, ( 9/) * 1.2 &N+%3 S#"#$
R
R
2
Ke/', () * 6 &a T'<<' $$a@ ab#$%e$, (H) * 5.-6 % Leba0 ab#$%e$, (Ba) * .66 %C Beba %e0a$a a&'ba$ be0a$ $'%b#a $aa /e$'<<' 6.86 % a< %e0#!a&a e&'a@e beba &e"a0aa F 6.86 9/ * 16.3 &a ;: * $a1 (K;R $a ; ) * 6.326253 0a" * 1-.3> ? Ka * $a2 ( >5? ;: + 2 ) * 6.521138
>. BEBAN LAJUR D (TD) UDL %e%!#a' '$e/'$a/ (&a) a< be/a0a $e0
U$#& !aa< be$a<,
L * 56.66 % * -.6 ( 6.5 15 + L ) * 8.>6 &a KEL %e%!#a' '$e/'$a/, ! * >>.6 &N+% a&$0 beba "'a%'/ (D'a%'= La" A@@9a=e) #$#& KEL "'a%b'@ /eba #$#& L 56 % DLA * 6.> 6.6625(L 56) #$#& 56 L 6 % DLA * 6.3 #$#& L 6 %
U$#& a0 Be/a0 beba @a#0 D F WTD * L (5.5 b) + 2 ! DLA (5.5 b) + 2 * 2116.66 &N Beba !a"a ab#$%e$ a&'ba$ beba @a#0 D, TD * 1+2WTD * 1655.66 &N E&/e$0'/'$a/ beba $". "a/', e * B4+2 b- b+2 * 6.26 % M%e !a"a 7"a/' a&'ba$ beba @a#0 D, M TD * TD e * 211.66 &N% 5. BEBAN EDESTRIAN + EJALAN KAKI (T) Je%ba$a a@a 0aa "'0e=aa&a %a%!# %e%'&#@ beba '"#! %e0a$a !a"a $0$a0 a< be/a0a $e0
aa< be$a<, L * 56.66 % Leba0 $0$a0, b2 * 1.25 % J#%@a $0$a0, * 2 L#a/ b'"a< $0$a0 a< "'"#&#< ab#$%e$, Beba %e0a$a !a"a !e"e/$0'a, Beba !a"a ab#$%e$ a&'ba$ !ea@a &a&', E&/e$0'/'$a/ beba $". "a/', M%e !a"a 7"a/' a&'ba$ beba !e"e/$0'a,
A * b 2 L+2 * 82.56 %2 * 5 6.633 ( A 16 ) * 3.285 &a T * A * 26>.22 KN e * B 4+2 b- b+2 * 6.26 % M T * T e * >6.-> &N%
8. GAYA REM (TB) Be/a0a
Gaa 0e%, TB * 256 2.5(L$ -6) &N Gaa 0e%, TB * 566 &N
#$#& -6 L $ 1-6 % #$#& L $ 1-6 %
aa< $$a@ e%ba$a,
L$ * 56.66 % TB * 256 &N J#%@a !eaa =-16 * 5.-66 % M%e !a"a "a/' a&'ba$ = * >.866 % M%e !a"a B0ea/$ 9a@@ a&'ba$ 6 ? Te%!e0a$#0 %''%#% 0a$a0a$a T%' * 15 ? PT * ( T%a4 T%' ) + 2 e0be"aa $e%!e0a$#0, PT * 12.5 Q Ke7'/'e %#a' !aa< #$#& be$, * 1.6E65 + Q Ke&a&#a 3- &N Le
Gaa a&'ba$ a<' a< %e'#! b'"a< /a%!'< e%ba$a "''$#< "e.66 % M%e !" B0ea/$ 9a@@ F M:EW1 * TEW1 Y:EW1 * 25.83 &N% -.2. ANGIN YANG MENIU KENDARAAN Gaa a<' $a%baa a0a 0'/$a@ !a"a !e0%#&aa @a$a' e%ba$a a&'ba$ beba a<'a a< %e'#! &e"a0aa "' a$a/ @a$a' e%ba$a "''$#< "e>.166 &N Le.-5 % M%e !" B0ea/$ 9a@@ F M: EW2 * TEW2 Y:EW2 * 213.--5 % -.3. BEBAN ANGIN TOTAL ADA ABUTMENT T$a@ beba a<' !a"a Ab#$%e$, T$a@ %%e !" "a/', T$a@ %%e !" B0ea/$ 9a@@,
T EW * TEW1 TEW2 * 113.668 &N M EW * MEW1 MEW2 * 825.12 &N% M EW * M:EW1 M:EW2 * >-.51 &N%
-.>. TRANSER BEBAN ANGIN KE LANTAI JEMBATAN
Beba a<' $a%baa a< %e'#! b'"a< /a%!'< &e"a0aa F TEW * 6.6612 9( 9)2 * 1.8> &N+% B'"a< e0$'&a@ a< "'$'#! a<' %e0#!a&a b'"a< /a%!'< &e"a0aa "e6 &N . BEBAN GEMA (E) .1. BEBAN GEMA STATIK EKIALEN Beba
.1.1. BEBAN GEMA ARAH MEMANJANG JEMBATAN (ARAH X)
K"'/' $aa "a/a0 $e0%a/#& F Taa L#a& L&a/' "' 9'@aa
