PROBLEM 12.2: Design the slab (Panel C) assuming that the floor carries a uniform dead load of 1.5kN/m² excluding its own weight and a uniform live load of 4.8 kN/m². Use 12mm main bars and yc = 23.5 kN/m³.
PROBLEM 12.2: Design the slab (Panel C) assuming that the floor carries a uniform dead load of 1.5kN/m² excluding its own weight and a uniform live load of 4.8 kN/m². Use 12mm main bars and yc = 23.5 kN/m³.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Answer using Analysis and Design of Two-way slabs in RCD NSCP 2015 with complete solution ty...
![PROBLEM 12.2:
Design the slab (Panel C) assuming that the floor carries a uniform dead load of 1.5kN/m² excluding
its own weight and a uniform live load of 4.8 kN/m². Use 12mm main bars and y = 23.5 kN/m³.
6.0m
6.2m
6.0m
B2
B2
7.2m
B1
PANEL
A
B1
B1
B1
B2
78
7.4m
B1
PANEL
B
B1
PANEL
C
B1
B1
B2
B2
B2
7.2m
B1
B1
B1
B1
28
B2
B2
B1:250mm x 550mm
B2: 300mm x 550mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6827de02-f992-495c-8b90-d8b731b1f423%2Fd2017ae2-5f90-4a7b-8ac2-f5a20e87c20a%2Fest8jct_processed.jpeg&w=3840&q=75)
Transcribed Image Text:PROBLEM 12.2:
Design the slab (Panel C) assuming that the floor carries a uniform dead load of 1.5kN/m² excluding
its own weight and a uniform live load of 4.8 kN/m². Use 12mm main bars and y = 23.5 kN/m³.
6.0m
6.2m
6.0m
B2
B2
7.2m
B1
PANEL
A
B1
B1
B1
B2
78
7.4m
B1
PANEL
B
B1
PANEL
C
B1
B1
B2
B2
B2
7.2m
B1
B1
B1
B1
28
B2
B2
B1:250mm x 550mm
B2: 300mm x 550mm
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