Scribd
Upload
68 views1 page

Engineering Stress Analysis

Method 1 could not be used to calculate the k-value because the settlement did not reach 1.25 mm. Method 2 was used instead, where a stress of 0.7 kg/cm2 produced a deflection of 0.11 mm, yielding a k-value of 63.6 kg/cm2/cm. Corrections were made for plate bending and diameter, resulting in a final calculated k-value of 19.2 kg/cm2/cm.

Uploaded by

BIPL REPORT
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as DOCX, PDF, TXT or read online on Scribd
68 views1 page

Engineering Stress Analysis

Method 1 could not be used to calculate the k-value because the settlement did not reach 1.25 mm. Method 2 was used instead, where a stress of 0.7 kg/cm2 produced a deflection of 0.11 mm, yielding a k-value of 63.6 kg/cm2/cm. Corrections were made for plate bending and diameter, resulting in a final calculated k-value of 19.2 kg/cm2/cm.

Uploaded by

BIPL REPORT
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as DOCX, PDF, TXT or read online on Scribd
You are on page 1/ 1

Calculations: K – Value 1)

Method 1
stress for 1.25 mm settlement : NA Kg/cm2
KU for 1.25 mm : NA Kg/cm2/cm
Correction of bending of plate
: NA Kg/cm2/cm
(KB)
Correction of Plate dia. (KD) : NA Kg/cm2/cm

Method 1 is not applicable as settlement is not reached upto 1.25 mm

Method 2
deflection for 0.7 kg/cm2 : 0.11 mm
KU for 0.7 Kg/cm2 : 63.6 Kg/cm2/cm
Correction of bending of plate (KB) : 33.6 Kg/cm2/cm
Correction of Plate dia. (KD) : 19.2 Kg/cm2/cm

k-value = 19.2 Kg/cm2/cm


 

You might also like