johg
Mechanical
- Jul 11, 2007
- 25
I am a Mech Engin. and new on this geotech problems.
We are trying to calculate the dimensions of a gravelbed.
On this gravelbed we are stacking tubulars diameter 5200 mm length ca. 54000 mm weight approx. 450000kg. in two rows. We do not want the tubulars to start rolling.
Technically we have two gravelbeds top and bottom of the tubulars. The gravelbed is 1500 mm high, the tubulars are 1000 mm in the gravelbed. How wide should the gravelbed bed to secure two rows.
We now assume the gravelbeds should be 5000 mm wide. To prevent the outer tubulars to roll the length of the gravelbed is 2500 mm. We can not prove this if this is save.
Is there a possible solution or document where I can figure it out for myself.
If anyone could help,
Johg
We are trying to calculate the dimensions of a gravelbed.
On this gravelbed we are stacking tubulars diameter 5200 mm length ca. 54000 mm weight approx. 450000kg. in two rows. We do not want the tubulars to start rolling.
Technically we have two gravelbeds top and bottom of the tubulars. The gravelbed is 1500 mm high, the tubulars are 1000 mm in the gravelbed. How wide should the gravelbed bed to secure two rows.
We now assume the gravelbeds should be 5000 mm wide. To prevent the outer tubulars to roll the length of the gravelbed is 2500 mm. We can not prove this if this is save.
Is there a possible solution or document where I can figure it out for myself.
If anyone could help,
Johg