# Introduction to Axial Load - and edge distance p L~"...

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Saint-Venant's Principle In region of a connection or where load is applied, use of common equations such as cr= PIA can be invalid. The common equations can be valid starting at a distance greater than the largest cross-sectional distance away from the disturbance. p p L "~--C , ~(~ ,!~-b Q-- b-- ~cction (I-a c-- p in . I al aW'lV franl lh load an . U r Illai n st rai (Jh l .' ~ Load di. t rt· lin .- St: 'linn I> h //,. . > 10'lL d n af. upp rl To deal with regions near disturbances <; ctiOIl ('_(' 1. Use more accurate method of analysis 2. Conduct experimental investigation 3. Use larger cross-section in region of disturbance/connection 4. Develop empirical design methods which can consider or limit spacing of fasteners

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Unformatted text preview: and edge distance p L~ " t :;:4-4. Th c r er sha ft is subj 'cled l the a, iall ( sho 'D. Det 'fmin the displa ment of end 1\ with respect t) 'nd D if he diameters of each segment are d 13 = 0.7) in., d u . = 1 in., and d 'n = 0.5 in. Tak E cu = I R( I )~) k.. i. IiO in. --+~-I)() in.--J~-IOO Ill. :) kip 2 kip Ii kip A D ) kip R (' 2 kip l ( I I r;-) I~ 0, \~ 1.--" ~-I f!\ '-( ) m?---? 4- -. The -.1(1 steel rod i. subjccle to tht Il)<ldin~ :-.hoWIl. II' the T()s:-.-~e tion~li area of the rod is n mm l , dctl:rmine the displacement 01 B and A. cgl 'ct lile size 1.50 ITI f I 0.75 rn or the couplings at R. C. <\nu n. , ~ \ ) \ I t\Lg =-Of 0 2.. o....
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• Spring '07
• Russell
• Trigraph, largest cross-sectional distance, ranl lh load, common equations, kip R, onduct experimental investigation

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Introduction to Axial Load - and edge distance p L~"...

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