how to calculate self weight of column in water tank
Answers
Answered by
0
:: DESIGN OF SIDE WALL & FOOTING ::
PROJECT : 30KLPD TOTAL SPIRITCLIENT : SHREE VITHALRAO SHINDE S S K LTD.
DESIGN DATA :--
a)Liquid depthLd =2700mm b)Free board, if anyf b =300mmc)Unit weight of Concrete
g
1
=25kN/m
3
d)Unit weight of water
g
2
=10kN/m
3
e)Unit weight of soil
g
3
=18kN/m
3
f)Angle of Repose
f
=30
o
g)Safe Bearing Capacity of Soil =200kN/m
2
h)Grade of concrete =25 N/mm
2
PROPERTIES OF WALL :--i)thickness of wall at baset k=250mmii)thickness of wall at topt
1
k=250mmiv)total height of wall, (Sd+fb)h=3000mmv)width of Toe slabb
1
=300mmvi)width of Heel slabb
2
=1500mmvii)base width of wall footingb=2050mmviii)thickness of raftt r=250mm
PROJECT : 30KLPD TOTAL SPIRITCLIENT : SHREE VITHALRAO SHINDE S S K LTD.
DESIGN DATA :--
a)Liquid depthLd =2700mm b)Free board, if anyf b =300mmc)Unit weight of Concrete
g
1
=25kN/m
3
d)Unit weight of water
g
2
=10kN/m
3
e)Unit weight of soil
g
3
=18kN/m
3
f)Angle of Repose
f
=30
o
g)Safe Bearing Capacity of Soil =200kN/m
2
h)Grade of concrete =25 N/mm
2
PROPERTIES OF WALL :--i)thickness of wall at baset k=250mmii)thickness of wall at topt
1
k=250mmiv)total height of wall, (Sd+fb)h=3000mmv)width of Toe slabb
1
=300mmvi)width of Heel slabb
2
=1500mmvii)base width of wall footingb=2050mmviii)thickness of raftt r=250mm
Similar questions