The topic of total derivation 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 (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

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

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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