Please help me with this one. You can follow the solution in the second image.Topic: Statistically indeterminate members Situation #2A concrete co lumn has adiameter 4 300 mm. Thecolumn has 6 6teelrinforcing bars. Eachrenforcing bar has acrocs-sectiomal area 4J0o mm2. The column isI150m lorg and has aload 17 1,370 kn appliedto aigid steel platiaf the top y the column.The plati distributesthe load evenly over the4 the co lumn.)tumn)topE,- 300 GPa ard Ec=arGPaFind the sfress in the&feel ard in the concreteard the defomationurder the load. tn tically Indetermi nateMembers29->3195-2PASampfe foblem #2steel30,000From eg. OE 200 aPaL= 4MAluminum4SA4m-2.5M Sm195-2PReq'd.:YP2(a1,600)P= 71. 8Y2RN30,000Solutian :By Similar TranglessSA8.471, 842./a5G.5S- 3.401 mmG.5(120)4P, + 8P, -from108- PLA E3.401- ye3.4a1PsYp-2.780mm3.30, 000PA,000Prob.:a rigia beam with negligibleweight isard eupported by two pods.The beam as brigina lyhor! Datal yefore the wat Pwas aplied. Fird the verticadmovem eh +f Pif'ps KNpinned ar al erd100(70)From eg. OP= 195-28

D=300mm To find stress in steel and concrete

Answered: Situation #a A concrete co lumn has a…

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.13.1P

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