L,INTVERS ITAS ANTAKUSUMA ( IJNTAMA)

FAKULTAS TEKNIKKEP. MENDIKNAS RJ. NO- 57ID/O,2OOE

Ka lpus : JL tskandst No - 63Te1p.0532 -222a7 I Fak. 053222E52 PatrglGlad Bun

-LEMBAR PERSf,TUJUAN

LAPORAN TUGAS BESAR MEKANIKA REKAYASA III

Diajukan sebagai syarat mengikuti Ujian Akhir Senester dan

sebagai persyaratan mengikuti yudisium

NAMA

NIM

: I,IS SOFIANI

: 10222010093

Pangkalan Bm, nli2011

Dosen Pengarnpu,

g 1-+.-SRI. ST JUNI GULTOM. ST. MTP

NIDN. 1109066802

MengetahuiKetua Prcdi Tekrik Sipil / Mesin,

TRTSSIYANA STNrDN. 1103067803

III{ IIASAN BASRI. ST

UNIVERSITAS ANTAKUSUMA PANGKALAN BUN

FAKULTAS TEKNIK

JURUSAN TEKNIK SIPIL

Tugas Besar Mekanika Rekayasa Ill

Konstruksi beton (gedung be.rinskat) seperti diatas dengan dfta teknis sebagai berikut:

AF -........ ( 3Oj:4jt1O/4O,40160)

FG= . .. ... { 3Ar[0 yO l4o,40/6A)F H =........ l3or4q',4o L4q4o / 60)

)BH=. .. . {g!A4g/4dl40,40/60)Ht= .... ..(

'g!{yAo/4o,4o/60)r= - (ef94aj!2tot6olhc=...... ( 30/4d40l44Y0/60I

_).:<.rD= ... .. I 3o/4qry49)40/60))E=. ... l3O/4O(O/4tlN1l6ol

4. seban merata, q1=?..t/m; q2=J r/n. $=l/n; qa !,f..t/rn;Pl!=,i:rl Ditentukan oleh asisten)

P1rtP2+.tP:J..|

5. Hitung dan gambarkan bidang Momen, tinrangdan Normal6. Pergunakan metoda Cross

7. Asistensi dengan Asislen Tugas minimal 5 ka,i pertemuan_

t. HtA.h.H2=.4,a2. 1 r.t4...-, tz' =.Syt, tt!..nl. ul,u,"A latang5t!ear berikur dipi ih o,ph r5rren;

IUGAS BESAR / PAAKTN(uNN

PROGRAM STUDI TEKNIK SIPIL

FAKULTAS TEKNIKUNIVERSITAS ANTAKUSUMA PANGKALAN BUN

,4119h.r1;r<i f.r?t* 6NIM

NAMAASISfENNAMA D05EN

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FAKULTAS TEKNIKxrP,IE.nxa63r+ou u /Lc,2.2elubh

I,EMBAR PERIIEIUJUAN

Dt.ilLi *b...l ,y.r, ..4irrri Uri.! AIii. 6.re&r du

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