Haw.3 The compressive Stresf (r)of a rectangular beam sectionis given by the fakmuta: 6 M bh where Mis bending moment (2.4 x1 Nmm PiF axiat farce(6x16 n), bir width_of section (300 mm) and h is hcightof Section (600mmtf the erkak in neasuring(M) is +3.6 x165 if +18x1o and errurin measuring each (b) andh) 9 bmmy use khe tatat derivative to find the total exror in catculating the stresf (re exkar in measuring (P) Nomm is

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
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The topic of total derivation
Haw-3 The compressiv Stresf (r)of a rectangular
beam sectionis given by the fakmula:
6 M
bh
where Mis bending moment (24 x1 N-mm Pi
axiat ferce (6x1o° N) , b is widthof section (30o mm)
and h is height of Section (600 mm),if the errok in
measuring (M)is +3-6 x lo° N-mmekkak in measuring (P)
ir +18x1
x lo N anderror in measuring each (6) and h)
9 mmyuse khe tatat derivative to find the tatal
is
Transcribed Image Text:Haw-3 The compressiv Stresf (r)of a rectangular beam sectionis given by the fakmula: 6 M bh where Mis bending moment (24 x1 N-mm Pi axiat ferce (6x1o° N) , b is widthof section (30o mm) and h is height of Section (600 mm),if the errok in measuring (M)is +3-6 x lo° N-mmekkak in measuring (P) ir +18x1 x lo N anderror in measuring each (6) and h) 9 mmyuse khe tatat derivative to find the tatal is
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