Given: FLOOR FRAMING PLAN3.502.00S282S15.50OPEN2.502.75Required:a) Design the one way slab (S1).Use fc' = 28 MPa, fy = 415 MPa.Concrete clear covering = 20 mm.b) Design the two way slab (s2).Use fc'= 28 MPa, fy = 415 MPaConcrete clear covering = 20mmc) Design B2, use the "Rule of Thumb" forthe initial sizing of RC beam.use fc'= 28 MPa, fy = 415 MPa.Concrete clear covering = 30 mm

As the designing of slab ( S1) itself is very lengthy process, we are solving only part (a) . Kindly…

Answered: Given: FLOOR FRAMING PLAN 3.50 2.00…

Given: FLOOR FRAMING PLAN 3.50 2.00 Required: S2 82 S1 5.50 OPEN 2.50 a) Design the one way slab (S1). Use fc' = 28 MPa, fy = 415 MPa. Concrete clear covering = 20 mm. 2.75

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

Given: FLOOR FRAMING PLAN
3.50
2.00
S2
82
S1
5.50
OPEN
2.50
2.75
Required:
a) Design the one way slab (S1).
Use fc' = 28 MPa, fy = 415 MPa.
Concrete clear covering = 20 mm.
b) Design the two way slab (s2).
Use fc'= 28 MPa, fy = 415 MPa
Concrete clear covering = 20mm
c) Design B2, use the "Rule of Thumb" for
the initial sizing of RC beam.
use fc'= 28 MPa, fy = 415 MPa.
Concrete clear covering = 30 mm

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