Determine the seismic weight of the 1st floor above ground (2nd story) and the roof. Provide the answer to the nearest kip. The necessar alues and drawings (not to scale) are provided below. Proceed as in the video: structure, slab, partitions, and exterior. • Reinforced Concrete 20' wide bays . 12' tall stories Unit weight: 155 pcf Shear Wall • Columns: 14" x 14" (see note) Beams: 10" x 18" (see note) lote: There are no beams or columns where there is a shear wall. Shear Wall . Slab: 6" thick • Shear walls: 12" thick • Add'l DL: 40 psf • Partitions: 10 psf • Cladding: 20 psf Parapet: 3' high, 6" thick
Determine the seismic weight of the 1st floor above ground (2nd story) and the roof. Provide the answer to the nearest kip. The necessar alues and drawings (not to scale) are provided below. Proceed as in the video: structure, slab, partitions, and exterior. • Reinforced Concrete 20' wide bays . 12' tall stories Unit weight: 155 pcf Shear Wall • Columns: 14" x 14" (see note) Beams: 10" x 18" (see note) lote: There are no beams or columns where there is a shear wall. Shear Wall . Slab: 6" thick • Shear walls: 12" thick • Add'l DL: 40 psf • Partitions: 10 psf • Cladding: 20 psf Parapet: 3' high, 6" thick
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
What is the weight in kips (to the nearest kip) of the roof?
Transcribed Image Text:Determine the seismic weight of the 1st floor above ground (2nd story) and the roof. Provide the answer to the nearest kip. The necessary
values and drawings (not to scale) are provided below. Proceed as in the video: structure, slab, partitions, and exterior.
• Reinforced Concrete
• 20' wide bays
• 12' tall stories
• Unit weight: 155 pcf
Shear Wall
Shear Wall
• Columns: 14" x 14" (see note)
• Beams: 10" x 18" (see note)
●
Slab: 6" thick
Shear walls: 12" thick
Note: There are no beams or columns where there is a shear wall.
Typical elevation
●
•
●
Plan view
• Add'l DL: 40 psf
Partitions: 10 psf
Cladding: 20 psf
Parapet: 3' high, 6" thick
●
Expert Solution
Step 1
All members associated with the floor diaphragm as well as any applied loads using the Dyn Mass load category contribute to the seismic weight of each floor. This occurs either at the ground's surface or at the surfaces of structures adjacent to it.
Trending now
This is a popular solution!
Step by step
Solved in 2 steps with 2 images
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Recommended textbooks for you
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning