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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
icon
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.
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
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 5 steps

Blurred answer
Knowledge Booster
Measuring concrete work
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.
Similar questions
  • SEE MORE QUESTIONS
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning