FIND: RUPTURE STRENGTH the following data were recorded during a tearike1.5 cm in diameter and 50 ung rod.of aLoadflas)Smainfin fin landfHasSrain (in finD. DI210042006300B 900t0 500| 410D.0011:0.00 22D.00 330.00440.00551259013 04013130133100.030.040.05D.04Eacture0T दी12.210

Answered: Image /qna-images/answer/11d66c70-dc1b-42a3-b91c-f34b09cefd06.jpg

The following data were recordede during a tearike test' of a 15 em in diameter and 50 cmng rod. strain (infin) Load fles.Strain finfin.) lead(as.) 12 590 12590 13 040 13 ) 30 13 310 13130. 12220 2100 4200 4300 8 900 10 500 410 D. 0011 _0.0022 D. DO 33 0.0044 0.0055 D.0075 0.03 0.04 0.05 D.04 Eracture

The following data were recordede during a tearike test' of a 15 em in diameter and 50 cmng rod. strain (infin) Load fles.Strain finfin.) lead(as.) 12 590 12590 13 040 13 ) 30 13 310 13130. 12220 2100 4200 4300 8 900 10 500 410 D. 0011 _0.0022 D. DO 33 0.0044 0.0055 D.0075 0.03 0.04 0.05 D.04 Eracture

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter1: Introduction To Statics

Section: Chapter Questions

Problem 1.12P: A differential equation encountered in the vibration of beams is d4ydx4=2D where x = distance...

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