mekanika rekayasa 3 - metode cross
TRANSCRIPT
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LAPORAN TUGAS B.DSAR
MEI(ANIKA REKAYASA III
DISUSUN OLEH;
NAMA : APRTL LESTARI
NIM z 10222010095
PROGRAM STUDI TEKNIK SIPIL
FAKULTAS TEKMK
UNTyERSTTAS AITTAKUSTJMA ( UNTAMA )
PAIIGKALAN BTJN
JAFTUARI 2OI2
UMVERSITAS ANTAKUSUMA ( UNTAMA)
'FA-UM$TEKNIKrAN\KEp. MENDTKNAS ru. Nii. S7tDton008
'- -K*mpus ;
'IL Is.kasdarNo,63 Tc!tr 0.53? -aeaE7 lF*"0J3a,aaEf? pnngk*lanBun
LEMBAR PERSETUruA}.I
LAPORAN TUGAS BESAR MEKANIKA REKAYASA III
Dikerj+aq Sebagai Syarat Mengikuti Ujian Alfiir Semester Dan sebagai persyaratanMengikuti Yudisium
NAMA
NIM
: APRIL LESTARI
:10222010095
Pangkalan Bir"o,? Jaorr*i ZO\ZI
Dosen Pengampu,
Teknik Sipit
n
JUI\II GULTOM. ST. MTP
NrDN. 1103067803
FAKULTAS TEKNIKJURUSAN TEKNIK SIPIL
Besar Mekanika Rekayasa lll
Konstruksi beton {gedung bertingkat} seperti diatas denpn d{ta teknis sebagai berikut:
Hl=Vm, H2=.V;rrt r=..{.9...m, L2 =.ltn, t3=..Y.Ukurarl batang sebagai berikut dipilih oleh asisten;
L.
2.
3.
U N IVERSITAS ANTAKUSUMA PANGKAIAN BUN
ol40,4o160l
4. Eeban merata, atStlm; q2=fo-t/m; a3 =).Vm; ca.=trft/m; p1=k pz#tp3arP trt ( Ditentukan oleh asisten)
5. Hitung dan gambarkan bidang Momen, Lintang dan Normal6. Pergunakan metoda Cross
7. Asistensi dengan Asisten Tugas minimal 5 kalipertemuan.
40.l.,40160l
PROGRAM STUDI TEKNIK SIPIL
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