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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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 9.16P: Figure (a) shows the cross-sectional dimensions for the structural steel section known as C1020...

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