A steel column of 7.2-m effective length is to support an 83-kNeccentric load P at a point D, located on the x axis as shown.Using the allowable-stress method, select the wide-flange shapeof 250-mm nominal depth that should be used. Use E = 200 GPa and sy =250 MPa. 70 mmFig. P10.11510.116 A steel column of 7.2-m effective length is to support an 83-kNeccentric load P at a point D, located on the x axis as shown.Using the allowable-stress method, select the wide-flange shapeof 250-mm nominal depth that should be used. Use E = 200 GPaand oy = 250 MPa.Fig. P10.116

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70 mm Fig. P10.115 A steel column of 7.2-m effective length is to support an 83-kN eccentric load P at a point D, located on the x axis as shown. Using the allowable-stress method, select the wide-flange shape of 250-mm nominal depth that should be used. Use E = 200 GPa and oy = 250 MPa. %3D Fig. P10.116

70 mm Fig. P10.115 A steel column of 7.2-m effective length is to support an 83-kN eccentric load P at a point D, located on the x axis as shown. Using the allowable-stress method, select the wide-flange shape of 250-mm nominal depth that should be used. Use E = 200 GPa and oy = 250 MPa. %3D Fig. P10.116

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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