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4.Problem 4 Compute the normal tension which will be applied to a tape supported over two supports in order to make the tape equal to its nominal length when supported only at end points. The steel tape is 30-m long and weights 0.84 kg when supported throughout its length under a standard pull of 5.6kg, with the modulus of elasticity of 2 x 106 , and area of 0.06 cm². ст2

4.Problem 4 Compute the normal tension which will be applied to a tape supported over two supports in order to make the tape equal to its nominal length when supported only at end points. The steel tape is 30-m long and weights 0.84 kg when supported throughout its length under a standard pull of 5.6kg, with the modulus of elasticity of 2 x 106 , and area of 0.06 cm². ст2

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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I'm stuck with the process of getting Pn, how do I get it? please see attached photo. If possible, please explain the process. Thank you.

11:39 PM Fri Oct 15 a 94% | ( Math Solvings 2.2.4.Problem 4 Compute the normal tension which will be applied to a tape supported over two supports in order to make the tape equal to its nominal length when supported only at end points. The steel tape is 30-m long and weights 0.84 kg when supported throughout its length under a standard pull of 5.6kg, with the modulus kg of elasticity of 2 x 106 , and area of 0.06 cm². cm2 Given: W=0.84 kg L tape -g0m Por S.lokg E- 2x10° kg/cm² Repd:Pr A 0.06 EA 24 Pn 24 Put (0.84) Co.00(2x10*) 24 Pa? ( Pa -S.6) | P - S.l6 Pú = 3528
Transcribed Image Text:11:39 PM Fri Oct 15 a 94% | ( Math Solvings 2.2.4.Problem 4 Compute the normal tension which will be applied to a tape supported over two supports in order to make the tape equal to its nominal length when supported only at end points. The steel tape is 30-m long and weights 0.84 kg when supported throughout its length under a standard pull of 5.6kg, with the modulus kg of elasticity of 2 x 106 , and area of 0.06 cm². cm2 Given: W=0.84 kg L tape -g0m Por S.lokg E- 2x10° kg/cm² Repd:Pr A 0.06 EA 24 Pn 24 Put (0.84) Co.00(2x10*) 24 Pa? ( Pa -S.6) | P - S.l6 Pú = 3528
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