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Situation #a A concrete co lumn has a diameter 4 300mm. The Column has 6 6teel rinforcing bars. Each reiforcing bar has a Crocs-sectional area 4 J0o mm2.The column is I15om lorg ard has a load 14 1,370 kn applied to a igid steel plate af the top the column. The plati distributes the load evenly over the top 4 the cotumn) E,> J00 GPa ard Eç= a5G Pa Find the sfress in the 8teel ard in the concrete ard the deformation urder the load.

Situation #a A concrete co lumn has a diameter 4 300mm. The Column has 6 6teel rinforcing bars. Each reiforcing bar has a Crocs-sectional area 4 J0o mm2.The column is I15om lorg ard has a load 14 1,370 kn applied to a igid steel plate af the top the column. The plati distributes the load evenly over the top 4 the cotumn) E,> J00 GPa ard Eç= a5G Pa Find the sfress in the 8teel ard in the concrete ard the deformation urder the load.

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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Topic: Statistically indeterminate members

Situation #2 A concrete co lumn has a diameter 4 300 mm. The column has 6 6teel rinforcing bars. Each renforcing bar has a crocs-sectiomal area 4 J0o mm2. The column is I150m lorg and has a load 17 1,370 kn applied to a igid steel plati af the top y the column. The plati distributes the load evenly over the 4 the co lumn.) tumn) top E,- 300 GPa ard Ec=arGPa Find the sfress in the &feel ard in the concrete ard the defomation urder the load.
Transcribed Image Text:Situation #2 A concrete co lumn has a diameter 4 300 mm. The column has 6 6teel rinforcing bars. Each renforcing bar has a crocs-sectiomal area 4 J0o mm2. The column is I150m lorg and has a load 17 1,370 kn applied to a igid steel plati af the top y the column. The plati distributes the load evenly over the 4 the co lumn.) tumn) top E,- 300 GPa ard Ec=arGPa Find the sfress in the &feel ard in the concrete ard the defomation urder the load.
tn tically Indetermi nate Members 29 -> 3 195-2PA Sampfe foblem #2 steel 30,000 From eg. O E 200 aPa L= 4M Aluminum 4 SA 4m- 2.5M Sm 195-2P Req'd.: YP 2(a1,600) P= 71. 8Y2RN 30,000 Solutian : By Similar Trangless SA 8. 4 71, 842./a5 G.5 S- 3.401 mm G.5(120) 4P, + 8P, - from 10 8- PL A E 3.401- ye 3.4a1 Ps Yp-2.780mm 3. 30, 000 PA ,000 Prob.: a rigia beam with negligible weight is ard eupported by two pods. The beam as brigina ly hor! Datal yefore the wat P was aplied. Fird the verticad movem eh +f Pif'ps KN pinned ar al erd 100(70) From eg. O P= 195-28
Transcribed Image Text:tn tically Indetermi nate Members 29 -> 3 195-2PA Sampfe foblem #2 steel 30,000 From eg. O E 200 aPa L= 4M Aluminum 4 SA 4m- 2.5M Sm 195-2P Req'd.: YP 2(a1,600) P= 71. 8Y2RN 30,000 Solutian : By Similar Trangless SA 8. 4 71, 842./a5 G.5 S- 3.401 mm G.5(120) 4P, + 8P, - from 10 8- PL A E 3.401- ye 3.4a1 Ps Yp-2.780mm 3. 30, 000 PA ,000 Prob.: a rigia beam with negligible weight is ard eupported by two pods. The beam as brigina ly hor! Datal yefore the wat P was aplied. Fird the verticad movem eh +f Pif'ps KN pinned ar al erd 100(70) From eg. O P= 195-28
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