Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN: 9781285165738
Author: Alan Jefferis, David A. Madsen, David P. Madsen
Publisher: Cengage Learning
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Chapter 29, Problem 29.3Q
To determine
Thesafe designtotal load for a residential floor.
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Discuss Structural dead loads
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Chapter 29 Solutions
Architectural Drafting and Design (MindTap Course List)
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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) 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?arrow_forwardDefine Load Combinations for ASDarrow_forwardA rigid building structure has the following particulars: Dimensions: 10 m x 20 mx 16.6 m high Located in an area classified as exposure B. Is neither open nor partially closed. Risk category: I Wind is 120 km/h and acts on the wall with the higher dimension. What is the external wind pressure on the side wall? O a. formula: wind pressure = qGC₂ = (0.613K₁K₂tKalV²) X G X Cp -248 N/m² O b. -896 N/m² O c. -386 N/m² O d. -333 N/m²arrow_forward
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