From the given floor plan, the following data are given: D = 4.5 kPa (Weight of slab included) L = 3.0 kPa U = 1.2D + 1.6L Beam dimension = 300x400 mm Slab thickness = 100 mm Slab Reinf. 10 mm Ø Clear concrete cover to slab 20 mm L= 6.0 m reinforcement S = 2.6 m A b-300mm SECTION AA h-400mm 11. Determine the ultimate negative moment on the slab at the span bounded by FGJK. 12. Determine the ultimate positive moment on the slab at the span bounded by FGJK 13. Determine the maximum spacing of the 10 mm Ø bars as prescribed by design codes. 14. Determine the ultimate shear force on the slab at the span bounded by FGJK. 15. Determine the ultimate shear force on the slab at the span bounded by GHIJ.
From the given floor plan, the following data are given: D = 4.5 kPa (Weight of slab included) L = 3.0 kPa U = 1.2D + 1.6L Beam dimension = 300x400 mm Slab thickness = 100 mm Slab Reinf. 10 mm Ø Clear concrete cover to slab 20 mm L= 6.0 m reinforcement S = 2.6 m A b-300mm SECTION AA h-400mm 11. Determine the ultimate negative moment on the slab at the span bounded by FGJK. 12. Determine the ultimate positive moment on the slab at the span bounded by FGJK 13. Determine the maximum spacing of the 10 mm Ø bars as prescribed by design codes. 14. Determine the ultimate shear force on the slab at the span bounded by FGJK. 15. Determine the ultimate shear force on the slab at the span bounded by GHIJ.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
100%
![From the given floor plan, the following data are given:
D = 4.5 kPa (Weight of slab
included)
L = 3.0 kPa
U = 1.2D + 1.6L
Beam dimension = 300x400 mm
Slab thickness 100 mm
Slab Reinf. 10 mm Ø
=
Clear concrete cover to slab
reinforcement = 20 mm
S = 2.6 m
L= 6.0 m
6- 300 mm
SECTION AA
11. Determine the ultimate negative moment on the slab at the span bounded by
FGJK.
12. Determine the ultimate positive moment on the slab at the span bounded by FGJK
13. Determine the maximum spacing of the 10 mm Ø bars as prescribed by design
codes.
14. Determine the ultimate shear force on the slab at the span bounded by FGJK.
15. Determine the ultimate shear force on the slab at the span bounded by GHIJ.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6fb3b668-d09d-495b-9d6e-d4a784bbf12d%2Fef5939da-8061-4cf1-98e7-68d560657782%2Fpmuvzek_processed.jpeg&w=3840&q=75)
Transcribed Image Text:From the given floor plan, the following data are given:
D = 4.5 kPa (Weight of slab
included)
L = 3.0 kPa
U = 1.2D + 1.6L
Beam dimension = 300x400 mm
Slab thickness 100 mm
Slab Reinf. 10 mm Ø
=
Clear concrete cover to slab
reinforcement = 20 mm
S = 2.6 m
L= 6.0 m
6- 300 mm
SECTION AA
11. Determine the ultimate negative moment on the slab at the span bounded by
FGJK.
12. Determine the ultimate positive moment on the slab at the span bounded by FGJK
13. Determine the maximum spacing of the 10 mm Ø bars as prescribed by design
codes.
14. Determine the ultimate shear force on the slab at the span bounded by FGJK.
15. Determine the ultimate shear force on the slab at the span bounded by GHIJ.
Expert Solution
![](/static/compass_v2/shared-icons/check-mark.png)
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
This is a popular solution!
Trending now
This is a popular solution!
Step by step
Solved in 5 steps
![Blurred answer](/static/compass_v2/solution-images/blurred-answer.jpg)
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](https://compass-isbn-assets.s3.amazonaws.com/isbn_cover_images/9781337630931/9781337630931_smallCoverImage.jpg)
![Structural Analysis (10th Edition)](https://www.bartleby.com/isbn_cover_images/9780134610672/9780134610672_smallCoverImage.gif)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
![Principles of Foundation Engineering (MindTap Cou…](https://www.bartleby.com/isbn_cover_images/9781337705028/9781337705028_smallCoverImage.gif)
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
![Structural Analysis](https://compass-isbn-assets.s3.amazonaws.com/isbn_cover_images/9781337630931/9781337630931_smallCoverImage.jpg)
![Structural Analysis (10th Edition)](https://www.bartleby.com/isbn_cover_images/9780134610672/9780134610672_smallCoverImage.gif)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
![Principles of Foundation Engineering (MindTap Cou…](https://www.bartleby.com/isbn_cover_images/9781337705028/9781337705028_smallCoverImage.gif)
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
![Fundamentals of Structural Analysis](https://www.bartleby.com/isbn_cover_images/9780073398006/9780073398006_smallCoverImage.gif)
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
![Sustainable Energy](https://www.bartleby.com/isbn_cover_images/9781337551663/9781337551663_smallCoverImage.gif)
![Traffic and Highway Engineering](https://www.bartleby.com/isbn_cover_images/9781305156241/9781305156241_smallCoverImage.jpg)
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning