8/17/2019 Clamp Design

1/4

Axial Force Fa 150 kN

Shear Force Fs 75 kN

Bending Moment Mb 150 kN.m

Friction coefceint 0.2

Normal orce re!"ired Fn 750

#ength o clam$ l 0.5 m

%iameter o hard $i$e % 0.50& m

'adi"s o hard $i$e ' 0.25( m

Area A 0.7)7)*5 m2

+lam$ing $ress"re $ )&( k,a

%esign "niorm radial ,ress"re$ 1000 k,a

mean radi"s ' 0.25( m

-idth B 0.5 m

 ensile Force F 127 kN

%esign ensile Force F 150 kN

,ress"re $ 11&1 k,a

#oads

Axial Force Fa 150 kN

Shear Force Fs 75 kN

Bending Moment Mb 150 kN.m

Shear Arm l 0./&*5 m

Bending Moment d"e to shear 2).0 kN.m

Bending Moment Mb 17).0 kN.m

,ress"re $ 1200 k,a

Force in tensioing anges 150 kN

Stresses

 ield strength sigma 2/5 Nmm2

3nner 'adi"s 3' 0.25( m

 hickness t 20 mm

t 0.02 m 0.025(

4"ter 'adi"s 4' 0.27( m

8/17/2019 Clamp Design

2/4

Stress d"e to $ress"re

oo$ stress sigma 2 1*.( m,a

Saet6 Factor SF 1(./

Stress d"e to the axial $ress"re

Area A 0.0/ m2

Axial stress sigma A (.52 m,a

Saet6 Factor SF 52.0

Shear d"e to shear

Area A 0.0/

Shear stress sigma A 2.2* m,a

Saet6 Factor SF 10/.)

Stress d"e to bending

Section Mod"l"s SM 0.00( m/

Bending stress Sigma Bend (2.( m,a

Saet6 Factor SF 5.5

8/17/2019 Clamp Design

3/4

( 50

12& 100

/2 2

1(0

5&

2/50

(00

0.172

0.1 ' 8hin -all $ress"re 9essel orm"las: 0.012

0.1&(

8/17/2019 Clamp Design

4/4

/*.0

0.01/(20&&/&

10.(/150/7*1

0.00115*&22

50.1/7/**/01