ANKRAJ BULON HESABI

Seçilen Bulon M30Taşıma Kapasitesi 3.55 ton

Bulon Sayısı 4

S = 49.73 tonM = 5.043 tonmH = tonA = 60 cm

= 7.5 cm

= 22.5 cm

= 22.5 cmZ = -13.66 ton 4x3.55= 14.2 > Z UYGUND = 36.07 ton

Base Stress q= 40.080 < 90 UYGUN

Bending Moment (M)

17.5 cm

17.5 cm

q= 40.080m= 4.25

1.00 M= 2888.091 kgcm

Selected thickness of plate (t) = 3 cm

1.5000

Stress Check 1925 < 2160 UYGUN

0.25 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2.0

56.2 40 24.7 18.7 16 15.1 15.2 15.9 16.8 17.9 19.2 20.5 21.8 23.3 25 26.7 28.2 29.8 31.7

116 86.9 54.4 40.5 33 29.1 26.8 25.6 25.1 25.1 25.3 25.6 26.4 27.3 28.3 29.5 30.8 32.2 33.3

-59.8 -69.5 -188 323 105 80 72 70.5 73.5 79.5 90 104 122 145 176 208 250 303 370

5.23 5.05 5.00 5.21 5.59 6.02 6.5 7.05 4.25 8.1 8.65 9.3 10 10.6 11.35 12.05 12.7 13.35 13.96

26.7 22.2 17.3 14.7 13.15 12.2 11.6 11.38 11.22 11.5 11.75 12.3 12.8 13.35 13.9 14.6 15.4 16.25 17.15

8.6 8 7.5 7.47 7.81 8.42 9.25 10.2 11.3 12.4 13.5 14.5 15.6 16.7 17.9 19.1 20.2 21.5 22.3

e1

ez

ed

kg/cm2 qem= kg/cm2

Ly=

Lx=

kg/cm2

Section modulus (w) = cm3

e =

mxr

mxm

mym

mer

mem

mey

M

S

H

e1 ez ed

Z

D

A/8

A

m

KM

w

M

x

y

L

Le

er r

mem

ey

q

Ly

Lx

K=q×Lx×Ly