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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 :