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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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