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...
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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Step 1: Introduce the problem statement
VIEWStep 2: Classification of slab
VIEWStep 3: Ultimate design load
VIEWStep 4: Determining moment coefficients
VIEWStep 5: Design of negative reinforcement along shorter direction (Edge strip)
VIEWStep 6: Design of negative reinforcement along longer direction (Edge strip)
VIEWStep 7: Design of positive reinforcement along shorter direction (Middle strip)
VIEWStep 8: Design of positive reinforcement along longer direction (Middle strip)
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