Design one-Way Slabs; with EX: Design Reinforced concrete slab monol thic beams, Show in fig. below. Live Load = 5 kN/m² Dead Load = 1.5 kN/m² fic = 27 MPa, fy=414 MPa Solution: → Long Span Shat span = 늘 Вет Ben 0.3 4.5m Beny Slab 2 0.3 4.5m Slab 1 0.3 0.3 Glasn ty Berm 0.3 I 0.3
Design one-Way Slabs; with EX: Design Reinforced concrete slab monol thic beams, Show in fig. below. Live Load = 5 kN/m² Dead Load = 1.5 kN/m² fic = 27 MPa, fy=414 MPa Solution: → Long Span Shat span = 늘 Вет Ben 0.3 4.5m Beny Slab 2 0.3 4.5m Slab 1 0.3 0.3 Glasn ty Berm 0.3 I 0.3
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter7: Settlement Of Shallow Foundations
Section: Chapter Questions
Problem 7.2P: A planned flexible load area (see Figure P7.2) is to be 3 m × 4.6 m and carries a uniformly...
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Transcribed Image Text:Design one-Way Slabs;
with
EX: Design Reinforced concrete slab monolthic beams, Show in fig. below.
Live Load = 5 kN/m² Dead Load = 1.5 kN/m² fic = 27 MPa, fy=414 MPa
Solution:
늘
3
Long Span
Shat span
Вет
Bem
0.3
4.5m
Вели
Slab 2
0.3
4.5m
Slab 1
0.3
0.3
by
Berm
0.3
I 0.3
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