A 4-storey with roof deck structural steel has the following minimum design loads from the NSCP: A. Dead Load (DL) 0.125m THK slab = 3.00 kPa 0.050m THK Lean Concrete = 1.20 kPa Marble = 1.58 kPa Gypsum Board = 0.04 kPa Suspended Steel Chanel = 0.10 kPa Beam/Column = 1.00 kPa                                Total = 7.92 kPa (with Movable Partition) B. Wwalls/parapet = 2.70 kPa C. Height of Walls and Parapet = 3.6m/1.5m D. Tributary Area = 210 sq.m E. Pwalls = 108m (Typical Levels) F. Pwalls = 12m (Deck Levels) G. Pparapet = 50m (Deck Levels)   What is the total weight in the 3rd level?

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A 4-storey with roof deck structural steel has the following minimum design loads from the NSCP:

A. Dead Load (DL)

    1. 0.125m THK slab = 3.00 kPa
    2. 0.050m THK Lean Concrete = 1.20 kPa
    3. Marble = 1.58 kPa
    4. Gypsum Board = 0.04 kPa
    5. Suspended Steel Chanel = 0.10 kPa
    6. Beam/Column = 1.00 kPa

                               Total = 7.92 kPa (with Movable Partition)

B. Wwalls/parapet = 2.70 kPa

C. Height of Walls and Parapet = 3.6m/1.5m

D. Tributary Area = 210 sq.m

E. Pwalls = 108m (Typical Levels)

F. Pwalls = 12m (Deck Levels)

G. Pparapet = 50m (Deck Levels)

 

What is the total weight in the 3rd level?

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