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Category > Statistics Posted 05 May 2017 My Price 8.00

A 50-mm-diameter ASTM A36 steel rod is subjected

A 50-mm-diameter ASTM A36 steel rod is subjected to an axial tensile load of 270 kN. The proportional limit of this steel is 234 MPa.

a. Compute the axial (longitudinal) strain and the transverse strain.

b. If the rod is 1 m long, compute the total elongation.

 

 

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Alpha Geek
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Status NEW Posted 05 May 2017 10:05 AM My Price 8.00

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file 1493979992-Answer.docx preview (337 words )
A----------- 50------------mm------------di-----------ame-----------ter----------- AS-----------TM -----------A36----------- st-----------eel----------- ro-----------d i-----------s s-----------ubj-----------ect-----------ed -----------to -----------an -----------axi-----------al -----------ten-----------sil-----------e l-----------oad----------- of----------- 27-----------0 k-----------N. -----------The----------- pr-----------opo-----------rti-----------ona-----------l l-----------imi-----------t o-----------f t-----------his----------- st-----------eel----------- is----------- 23-----------4 M-----------Pa.----------- a-----------. C-----------omp-----------ute----------- th-----------e a-----------xia-----------l (-----------lon-----------git-----------udi-----------nal-----------) s-----------tra-----------in -----------and----------- th-----------e t-----------ran-----------sve-----------rse----------- st-----------rai-----------n. ----------- b.----------- If----------- th-----------e r-----------od -----------is -----------1 m----------- lo-----------ng,----------- co-----------mpu-----------te -----------the----------- to-----------tal----------- el-----------ong-----------ati-----------on.----------- A-----------nsw-----------er ----------- Th-----------e g-----------ive-----------n d-----------ime-----------nsi-----------ons----------- of----------- th-----------e r-----------od -----------are----------- ;1-----------. T-----------he -----------dia-----------met-----------er -----------of -----------the----------- st-----------eel----------- ro-----------d Â----------- = -----------50m-----------m =----------- 50-----------/10-----------00 -----------=0.-----------05m-----------  -----------so -----------rad-----------ius-----------  -----------r =----------- d/-----------2 =-----------  -----------0.0-----------5/2-----------=0.-----------025-----------33 ----------- 2.----------- fo-----------rce----------- ap-----------pli-----------ed -----------on
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