Haw-3 The compressive Stresf ()of a rectangular beam sectionis given by thefakmula: 6 M bh? bh where Mis bending moment (24 x*10 N.mmt Pis axiat farce(6x1o° N) ,bir widthof section (300 mm) and h is height of Section (600mmtif the eikak in measuring(M)is +3.6 x165 if +18x1 and errorin measuring each (b) ad th) exrak in measuring (P) Nomm is -9 mmguse the tatat derivative to find the tatal
Haw-3 The compressive Stresf ()of a rectangular beam sectionis given by thefakmula: 6 M bh? bh where Mis bending moment (24 x*10 N.mmt Pis axiat farce(6x1o° N) ,bir widthof section (300 mm) and h is height of Section (600mmtif the eikak in measuring(M)is +3.6 x165 if +18x1 and errorin measuring each (b) ad th) exrak in measuring (P) Nomm is -9 mmguse the tatat derivative to find the tatal
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter9: Moments And Products Of Inertia Of Areas
Section: Chapter Questions
Problem 9.94RP: The properties of the unequal angle section are Ix=80.9in.4,Iy=38.8in.4, and Iu=21.3in.4. Determine...
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