TUGAS BESAR STRUKTUR BAJA III “PERENCANAAN “PERENCAN AAN JEMBAT JEMB ATAN” AN”
Dosen Pembimbing: Sri Hartati Dewi ST, MT Augusta Adha ST, MT, M.SC
DISUSUN OLEH: DANTI TRY NATRIA (12311 (123110661) 0661)
PROGRAM STUDI TEKNIK SIPIL AKULTAS TEKNIK UNI!ERSITAS ISLAM RIAU T"A 201#$2016
BAB I PENDAHULUAN
PERENCANAAN A"
A%&' D''* P+,+%''' P+,+%''' D''* -+,+%''' .'/ '&' +,'4',' '%&': '" SNI P+,4.',' P+,4.','5' 5' B+5 S5,&5& S5,&5&,' ,' U5& U5& B'/&' B'/&' G+&/ G+&/ ( SNI 2789:201 2789:2013) 3) " RSNI3 P+,+%'' P+,+%''' ' S5,&5& S5,&5&,, B'' U5& J+*'5' J+*'5' %" RSNI T;02; T;02;200# 200# S5' S5'', ', P+*+' P+*+'' ' U5& U5& J+*'5' J+*'5' " SNI SNI 03;1 03;192 926; 6;20 2002 02 T'5' C',' C',' P+,+ P+,+% %' ''' '' K+5' K+5'<' <'' ' G+** G+**-' -' U5& U5& B'/&' G+&/
B"
M&5& M&5& ' ' K&' K&'5 5'4 '4 M'5+ M'5+, ,' ' .'/ '/ D/ D/& &' '' ' D'' D''* * P+, P+,+ +%' %'' '' ' 1" M&5& M&5& B'' B'' .'/ .'/ D/& D/&' '' ' G+' G+'/' /',, M+ M+ 5' 5'/ / ' ' M+* M+*' '' '/ / I'5' A/ A5'4 ' B'='< R'/' I& R'/' M+5'/ A5'4
&: &: ##0 ##0 M-' &: 380 M-' &: ##0 M-' &: 390 M-'
2" M&5& M&5& B+5 B+5 .'/ .'/ D/&' D/&'' '
P+'5 L'5' K+','' P+'5 L'5' T,5', P+, C"
K 300 K 200 K 300
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P+'5 '5' 5,5',: B+5 B+,5&'/ K;200 T+' 2# %*
P+'5 '5' +','': B+5 B+,5&'/ K;300 T+' 20 %*
G+'/', *+5'/: -, I 800 ? 200 ? 7 ?13
G+'/', *+*''/: -, I 700 ? 300 ? 16 ? 30
R'/' B'' I&: -, I 800 ? 800 ? 1# ? 1#
R'/' M+5'/ '5'4: -, I 300 ? 300 ? 10 ? 1#
I'5' '/ '5'4: -, &+ 4& 100 ?100 ? 10
I'5' '/ '='<: -, &+ 4& 100 ?100 ?10
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DESAIN MELIPUTI: • • • •
PEMBEBANAN ANALISA STRUKTUR PENULANGAN PELAT LANTAI JEMBATAN DETAIL DETAIL SAMBUNGAN SAMBUNG AN
D" B+' B+' > B+' B+' Y'/ '/ D<5&/ D<5&/ '" " %" " +" " /" <"
B+' M'5 B+' H&B+' A4-' B+' T,5', B+' T B+' D B+' B+' +' G+ G+*-' *-'
: B+,'4',' D+4' S5,&5&, : #00/ : 77/ : 600/ : 638@2/ : 72#/ : 16#0/
E" P+,&'<' P+,&'<' D+4' D+4' Y'/ Y'/ T+ T+,' N'*' G+'/', M+5 5'/ R'/' I&
D+4' R+%'' I 800 ? 200 ? 7 ?13 I 800 ? 800 ? 1# ? 1#
BAB II
R+;D+4' I #00 ? 200 ? 10 ?16 I 800 ? 800 ? 20 ? 3#
PEMBAHASAN
D'5' -+,+%''''/&' : • • • •
•
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PERHITUNGAN PEMBEBANAN 1" B+'*'5 a. B+' 5,5',
: 70 *+5+, : @ *+5+, : 45,&5&,,'/'''
: 2 ? 3"# *+5+, : ;300 ( 28"@M-' ) : 20 %* : 2 ? 1 *+5+, : ;200 ( 16"6M-' ) : 2# %*
: 2 &'< : 3# M-' : 820 M-' : 28"@ M-' : 820 M-' : 3# M-' : 820 M-' : 3# M-' : 820 M-' : T'/P'%'/
: 0"2# ? 1 ? 2800 600 /$*2
b. B+' '5' +','' c. B+' '4-' 2. B+' <&- 5,5',
: 0"20 ? 1 ? 2800 870 /$* 2 : 0"08 ? 1 2200 77 /$*2 : 1 ? #00 #00/$* 2
3" B+' B+' <& <&- ' ''5 '5 “ T “ U5& -+,<5&/' +&'5' '5' +','' '5'& 445+* '5' +','' +*'5' +','' +*'5' <',&4 /&'' +' ”T” .'5& +' .'/ *+,&-'' +','' 5,&% .'/ *+*-&.' +' ,' /'' (Dual Wheel Load ) 4++4', 105" 105"
B+' ”TFF
105 105
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