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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