The topic of total derivation is mathematics Haw-3 The compressiv Stresf (r)of a rectangularbeam sectionis given by the fakmula:6 Mbhwhere Mis bending moment (24 x1 N-mm Piaxiat ferce (6x1o° N) , b is widthof section (30o mm)and h is height of Section (600 mm),if the errok inmeasuring (M)is +3-6 x lo° N-mmekkak in measuring (P)ir +18x1x lo N anderror in measuring each (6) and h)9 mmyuse khe tatat derivative to find the tatalis

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The compressive Stresf () of a rectangular beam sectionis given by the fakmutas P bh 6 M bh? where Mis bending moment (204 x10 Nommt,PiF axiat farce(6x1o° n) bir width_of section (300 mm) and h is height of Section (600mmtf the ekkak in measuring(M)_is +3.6 xl6 if +18x1 N and errur in measuringeach (b) and(h) exkar in measuring (P) N-mm is -9 mm,use khe tatalt derivative to find the total

The compressive Stresf () of a rectangular beam sectionis given by the fakmutas P bh 6 M bh? where Mis bending moment (204 x10 Nommt,PiF axiat farce(6x1o° n) bir width_of section (300 mm) and h is height of Section (600mmtf the ekkak in measuring(M)_is +3.6 xl6 if +18x1 N and errur in measuringeach (b) and(h) exkar in measuring (P) N-mm is -9 mm,use khe tatalt derivative to find the total

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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