Fundamentals of Building Construction
Fundamentals of Building Construction
6th Edition
ISBN: 9781118138915
Author: Edward Allen
Publisher: WILEY
Question
Book Icon
Chapter 23, Problem 1RQ
To determine

Mention the major types of interior walls and partitions that are utilized in different types of larger buildings, and write the differences between each of these types.

Expert Solution & Answer
Check Mark

Explanation of Solution

The major types of interior walls and partitions that are utilized in different types of larger buildings are as follows:

  • Fire walls.
  • Shaft walls.
  • Fire barriers and fire partitions.
  • Smoke barriers and smoke partitions.
  • Other nonbearing partitions.

The differences between each of these types are given below:

Types of interior walls and partitionsFire wallsShaft wallsFire barriers and fire partitionsSmoke barriers and smoke partitionsOther nonbearing portions
DifferencesThey require separation to avoid the fire spread. Walls are fire resistance.They provide strength to withstand lateral loads and also in fire protection.Fire barriers consist of horizontal and vertical assembly, which are designed to restrict the spread of fire. They offer more protection than fire partitions.Smoke barriers provide space to the occupants who may take refuge in case of fire by moving to the side of the barrier that is away from the fire.In this type, the partition does not carry any structural load.
A single structure can be converted into separate portion using a fire wall.They are utilized to enclose the opening that extends through multiple floors.The tenant space of a mall building is separated by using a fire partition. It is utilized to enclose the corridors.Smoke partitions are usually constructed without fire resistance. They are utilized in corridor and in elevator lobbies.They can be made of any materials that meet the combustibility provisions.

Want to see more full solutions like this?

Subscribe now to access step-by-step solutions to millions of textbook problems written by subject matter experts!
Students have asked these similar questions
2-7 The force P applied at joint D of the square frame causes the frame to sway and form the dashed rhombus. Determine the average normal strain developed in wire AC. Assume the three rods are rigid. I understand how you calculate length LAC its just the sqrt(400^2+400^2) = 565.685mm. I do understand that you have to take LAC'-LAC/LAC to get .0258mm/mm. I'm just not understanding the cosine law used to calculate LAC'. I guess what I'm asking is why do you use cos instead of sin or tangent? I've been trying to understand why that was used for a bit now and it's probably something simple I'm forgetting. If you can, please clarify it in detail. Thank you so much!
Traffic flow on a three-lane (one direction) freeway can be described by the Greenshields model. One lane of the three lanes on a section of this freeway will have to be closed to undertake an emergency bridge repair that is expected to take 2 hours. It is estimated that the capacity at the work zone will be reduced by 30 percent of that of the section just upstream of the work zone. The mean free flow speed of the highway is 70 mi/h and the jam density is 150 veh/mi/In. If it is estimated that the demand flow on the highway during the emergency repairs is 85 percent of the capacity, using the deterministic approach, determine the following. (a) the maximum queue length (in veh) that will be formed veh (b) the total delay (in h) h (c) the number of vehicles that will be affected by the incident veh (d) the average individual delay (in min) min
Non-constant sections are used in bridges without changing the appearance of the bridge significantly. Refer to the figure below. Compute the ratio of moment inertial after to before of the plate girder shown (greater than 1). A 10x0.5" steel plate of the same grade as the plate girder and is fillet welded to the flanges
Knowledge Booster
Background pattern image
Similar questions
SEE MORE QUESTIONS
Recommended textbooks for you
Text book image
Structural Analysis
Civil Engineering
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:Cengage,
Text book image
Structural Analysis (10th Edition)
Civil Engineering
ISBN:9780134610672
Author:Russell C. Hibbeler
Publisher:PEARSON
Text book image
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Text book image
Fundamentals of Structural Analysis
Civil Engineering
ISBN:9780073398006
Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:McGraw-Hill Education
Text book image
Sustainable Energy
Civil Engineering
ISBN:9781337551663
Author:DUNLAP, Richard A.
Publisher:Cengage,
Text book image
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning