calculation sheet of project6068
TRANSCRIPT
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Calculation Note Of Project
Labor Accommodation
FUJAIRAH NATURAL RESOURCES AUTHORITY
WADI ALRAWDAINDUSTRIAL CRUSHER
THOUBAN
Programs Used :
SAFE 12
Prokon 2.5
AutoCad
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Using Code ACI318-08
FCU :
Beam(N/mm2) Column(N/mm2)
C40 C50
Reinforced Steel :
Fy(N/mm2) FU(N/mm2)
460 575
Columns Reactions :
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Tie Beams Design Using SAFE :
Punching Check
Moment
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Shear
Design :
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Beams Design Using SAFE :
Punching Check
Moment
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Shear
Design
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Slab Design Using SAFE :
Deflection Check on Service Limit State
Not Exceed 5mm ….. more Safe ..
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Slab Design Top and Bottom Steel
Bottom need Extra as shown T16@200mm ( Main Mesh T12@200mm) slab Th=220mm
In Detail
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Top Steel ( No Needed) as Shown( Main Mesh T16@200mm) slab Th=220mm
In Detail
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Design Columns Using Prokon :
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Design Footing Using Prokon :
F1 Footing
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F2 Footing
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F3 Footing
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