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?
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?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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?
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