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Industrial Flooring

The document provides input data and characteristics for analyzing the flooring of two industrial buildings. For the first building, the floor thickness of 150mm is specified, along with other details like width, load, concrete strengths, modulus, and calculated ultimate moment resistance of 13,645 kN-m. For the second building, the floor thickness is increased to 190mm and other parameters are given, with an ultimate moment resistance of 19,704 kN-m. It is noted that for the second building, the increased floor thickness is sufficient.

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Vinay Kumar
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100% found this document useful (1 vote)
164 views6 pages

Industrial Flooring

The document provides input data and characteristics for analyzing the flooring of two industrial buildings. For the first building, the floor thickness of 150mm is specified, along with other details like width, load, concrete strengths, modulus, and calculated ultimate moment resistance of 13,645 kN-m. For the second building, the floor thickness is increased to 190mm and other parameters are given, with an ultimate moment resistance of 19,704 kN-m. It is noted that for the second building, the increased floor thickness is sufficient.

Uploaded by

Vinay Kumar
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLS, PDF, TXT or read online on Scribd
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INDUSTRIAL FLOORING

Input Data
Flooring thickness h 150.00 mm
Width B 1000 mm
UDL1 w1 60.00 kN/sq.m
Concrete Characteristics
Compressive strength (cube) fcu 25 N/sq.mm
Compressive strength (cylinder) fck 18 N/sq.mm
Mean axial compressive strength fcm 26 N/sq.mm
Mean axial tensile strength fctm 2.60 N/sq.mm
characteristic axial tensile strength fctk 1.82 N/sq.mm
Secant modulus of elasticity Ecm 29133 N/sq.mm
Poisson's ratio v 0.2
Relaxation factor Kc 2.6
Shrinkage Factor (%) Ɛc 0.4
Partial safety factor for concrete ϒc 1
CBR CBR 5.0 %

Modulus of subgrade reaction k 0.04 N/c.mm

Radius of relative stiffness l 680 mm

characteristic flexural strength of fctk f 3.920 N/sq.mm


plain concrete

Ultimate hogging moment of Mn 13645.01 kN-m


resistance of the floor

Characteristic length λ 1.051 m

UDL2 w2 89.73 kN/sq.m


Floor thickness is sufficient
INDUSTRIAL FLOORING
Input Data
Flooring thickness h 190.00 mm
Width B 4285 mm
UDL1 w1 50.00 kN/sq.m
Concrete Characteristics
Compressive strength (cube) fcu 30 N/sq.mm
Compressive strength (cylinder) fck 32 N/sq.mm
Mean axial compressive strength fcm 40 N/sq.mm
Mean axial tensile strength fctm 3.51 N/sq.mm
characteristic axial tensile strength fc1k 2.46 N/sq.mm
Secant modulus of elasticity Ecm 33346 N/sq.mm
Poisson's ratio v 0.15
Relaxation factor Kc 2.6
Shrinkage Factor (%) Ɛc 0.4
Partial safety factor for concrete ϒc 1.5
CBR CBR 5.0 %

Modulus of subgrade reaction k 0.03 N/c.mm

Radius of relative stiffness l 898 mm

characteristic flexural strength of fc1k f 4.976 N/sq.mm


plain concrete

Characteristic length λ 0.792 m


Ultimate hogging moment of Mn 19703.98 kN-m
resistance of the floor

UDL2 w2 49.05 kN/sq.m


Increasethefloorthickness

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