Why k2=k4 is zero here? Please explain
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Why k2=k4 is zero here? Please explain
Civil engineering- steel Design

Transcribed Image Text:Zp=A₁ XK₁ + A₂ X K₂ + A 3 X K 3 + A 4XKA
2
where A₁
= area of section 1
A2 = area of section 2
A3 = area of section 3
A₁ = area of section 4
K₁ = distance of C.G of section 1 about C.G of overall crossection
k₂ = distance of C.G of section2 about C.G of overall crossection
K3
= distance of C.G of section3 about C.G of overall crossection
K4k = distance of C.G of section4 about C.G of overall crossection
due to symmetry A₁ = A3 = 1800mm²,
A₂ = A4 = 2600mm²,
K₁=k3 = 125mm
K₂= k₁=0
thus z = 2XA₁ XK₁ + 2X A ₂ X K₂
Zp=2×1800x125+2×2600×0
Zp = 450 × 10³mm³

Transcribed Image Text:for calculating plastic sectional modulus equal area axis(EAA) has to be determined and the
moment area of this area about EAA is the plastic sectional modulus.
As the section given is symmetric, EAA lies in the same line as C.G
260mm
N
180mm
1
3
4
10mm
EAA
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