A simply supported one-way floor slab with clear span of 3.5 m and with thickness of 150 mm is loaded with 5 kN/m service dead load and 3 kN/m service live load, none of the live load can be considered as sustained. Investigate the deflection if the slab is not supporting or attached to any nonstructural construction likely to be damaged by large deflection. Use f c   30MPa

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A simply supported one-way floor slab with clear span of 3.5 m and with thickness of 150 mm is loaded with 5 kN/m service dead load and 3 kN/m service live load, none of the live load can be considered as sustained. Investigate the deflection if the slab is not supporting or attached to any nonstructural construction likely to be damaged by large deflection. Use f c   30MPa
Design of Reinforced Concrete IIl
Lec.2
Serviceability
Serviceability
Deflection
Ex.2)
A simply supported one-way floor slab with clear span of 3.5 m and with thickness of 150 mm is
loaded with 5 kN/m service dead load and 3 kN/m service live load, none of the live load can be
considered as sustained. Investigate the deflection if the slab is not supporting or attached to any
nonstructural construction likely to be damaged by large deflection. Use f= 30 MPa
Sol.)
1- Check the minimum slab thickness of ACI 318-14 code.
1 3500
hmin
20
=175mm>150mm :. Deflection shall be computed.
20
%3D
2- Compute maximum moments.
wl_5(3.5)
%3D7.66KN.m
8.
Transcribed Image Text:Design of Reinforced Concrete IIl Lec.2 Serviceability Serviceability Deflection Ex.2) A simply supported one-way floor slab with clear span of 3.5 m and with thickness of 150 mm is loaded with 5 kN/m service dead load and 3 kN/m service live load, none of the live load can be considered as sustained. Investigate the deflection if the slab is not supporting or attached to any nonstructural construction likely to be damaged by large deflection. Use f= 30 MPa Sol.) 1- Check the minimum slab thickness of ACI 318-14 code. 1 3500 hmin 20 =175mm>150mm :. Deflection shall be computed. 20 %3D 2- Compute maximum moments. wl_5(3.5) %3D7.66KN.m 8.
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