Anchor Bolt Design [PDF]

Zitiervorschau

ANCHOR BOLT DESIGN CALCULATION FILLING PUMP HOUSE

I. Structural Shape

P d1 M

H d2 Dd

d2 d1

T

II. Design Load a. Permanent Load - Axial P = 8.895 Ton - Shear H = 0.51 Ton - Moment M = 1.344 Ton meter b. -

Temporaray Load Axial P = 8.85 Ton Shear H = 0.489 Ton Moment M = 1.275 Ton meter

III. Design Data - Anchor bolt Distance - Anchor bolt Diameter - Anchor Capacity

d1 =

340 mm

d2 =

350 mm

Db =

16 mm 1072 x Kg 2051 Kg

H= T=

x

x See Anchor Bolt Capacity

IV. Analysis a. Permanen Load a.1 Check Tension Strength - Tension anchor bolt due to moment external 

M d1

 





 Kg

So, tension on 1 (one) Anchor bolt = - Result :

