4.2 Tabel Hasil Perhitungan

Percobaan Sistem Statis Tertentu (Tumpuan Engsel Rol)

Brass (E=100Gpa)

NOJarak (cm)Beban (kg)Rengsel (kg)Rrol (kg)Defleksi (cm)

abx

14525300,50,21860,39480,8005

24525300,70,28730,53081,0013

34525300,90,3390,5551,155

Alumunium (E=100Gpa)

NOJarak (cm)Beban (kg)Rengsel (kg)Rrol (kg)Defleksi (cm)

abx

14525300,20,05140,16930,37

24525300,40,11760,2960,685

34525300,60,18390,42830,965

Stainless steel (E=100Gpa)

NOJarak (cm)Beban (kg)Rengsel (kg)Rrol (kg)Defleksi (cm)

abx

14525300,20,13370,2350,385

24525300,40,18960,3480.4

34525300,60,27350,48950,688

Percobaan Sistem Statis Tak Tentu (Tumpuan Engsel Rol)

Brass (E=100Gpa)

NOJarak (cm)Beban (kg)Rengsel (kg)Rrol (kg)Defleksi (cm)

abba

1201515200,20,08290,08590,016

2201515200,50,17150,15250,033

3201515200,70,19580,20550,041

Alumunium (E=100Gpa)

NOJarak (cm)Beban (kg)Rengsel (kg)Rrol (kg)Defleksi (cm)

abba

1201515200,20,08220,08170,018

2201515200,50,150,14650,033

3201515200,70,17850,19950,044

Stainless steel (E=100Gpa)

NOJarak (cm)Beban (kg)Rengsel (kg)Rrol (kg)Defleksi (cm)

abba

1201515200,20,07850,08650,01

2201515200,50,14850,16050,02

3201515200,70,19250,22250,025

4.3 Grafik Hasil PerhitunganA. Grafik Percobaan Statis Tertentu

4.1 Grafik defleksi pada brass

4.2 Grafik defleksi pada aluminium

4.3 Grafik defleksi pada stainless steelB. Grafik Percobaan Statis Tak Tentu

4.4 Grafik defleksi pada brass

4.5 Grafik defleksi pada aluminium

4.6 Grafik defleksi pada stainless steel