Nama : Felix Ernest
NIM : 1110623046
Tentukan ukuran pengelasan jika:
1. tegangan geser maksimum = 800 + (5 x digit terakhir NIM) kg/cm2
2.Beban = 4000 + (50 x digit terakhir NIM) Kg
3.Lebar plat = 20 + digit terakhir NIM cm
4. Tebal plta 15 cm
5. Panjang 40 cm
Jawaban
1. X =15t x 2 x 2,5 + 26t : 15t x 2 + 26t = 1,80 cm
2.Panjang lengan (e)
e = 40 + 15 – 1,80 = 53,2 cm
e = 40 + 15 – 1,80 = 53,2 cm
3.Momen inersia
I xx = 1/12 x t x 676 + 2 x 15t x 169 =1746,3 t cm4
I yy = 2 x (tx225)/12 + 2 x 15t (2,5 – 1,80)2 + 26t x 1,80 = 89,199t cm4
Momen inersia polar
IG = Ixx + Iyy = 1746,3t + 89,199t = 1835.49 t cm4
I xx = 1/12 x t x 676 + 2 x 15t x 169 =1746,3 t cm4
I yy = 2 x (tx225)/12 + 2 x 15t (2,5 – 1,80)2 + 26t x 1,80 = 89,199t cm4
Momen inersia polar
IG = Ixx + Iyy = 1746,3t + 89,199t = 1835.49 t cm4
4.Radius pengelasan maksimum
R = = 18,52 cm
Cos Ɵ = r1 / r2 = 15-1,80 / 18,52 = 0.71
R = = 18,52 cm
Cos Ɵ = r1 / r2 = 15-1,80 / 18,52 = 0.71
5.Primary shear stress
4300 : t x 15 + 26 = 91.08 / t Kg/cm2
4300 : t x 15 + 26 = 91.08 / t Kg/cm2
6.Secondary shear stress
= 4300 x 53,2 x 18,52/ 1835,49t = 2308,13/t Kg/cm2
= 4300 x 53,2 x 18,52/ 1835,49t = 2308,13/t Kg/cm2
7.Resultan gaya geser
396900= (91,08/t)2 + (2308,7/t)2 + 2 x (91,08 /t) x (2308,7/t) x 0,71
t = 0,818 cm = 8,18 mm
396900= (91,08/t)2 + (2308,7/t)2 + 2 x (91,08 /t) x (2308,7/t) x 0,71
t = 0,818 cm = 8,18 mm