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A nail connected spaced column is fabricated from two shafts of equal cross-section of 65mm x 250mm spaced 75mm apart, as shown in the figure. Assuming that the column is free standing and unbraced throughout its length against the tendency to buckle in either direction and carries a medium term axial load of 50KN. Check the adequacy of the column if it comprises of timber sections in strength class C24 under service class 2 conditions. he = hi = 400mm; Le = Li = 600mm. connection 997 "000 -end blocking intermediate Mocking ויי 250 P KN P KN 200 600 600 600 600 600 600 200 Ocall (actual) N/mm2 = Choose... + K12= Choose... + İyy = Choose... + Хуу Choose... Aww = ixx = Choose... + Choose... iww = Choose... → Oc,a,|| (permissible) N/mm2 = Choose... + Axx Choose... +

A nail connected spaced column is fabricated from two shafts of equal cross-section of 65mm x 250mm spaced 75mm apart, as shown in the figure. Assuming that the column is free standing and unbraced throughout its length against the tendency to buckle in either direction and carries a medium term axial load of 50KN. Check the adequacy of the column if it comprises of timber sections in strength class C24 under service class 2 conditions. he = hi = 400mm; Le = Li = 600mm. connection 997 "000 -end blocking intermediate Mocking ויי 250 P KN P KN 200 600 600 600 600 600 600 200 Ocall (actual) N/mm2 = Choose... + K12= Choose... + İyy = Choose... + Хуу Choose... Aww = ixx = Choose... + Choose... iww = Choose... → Oc,a,|| (permissible) N/mm2 = Choose... + Axx Choose... +

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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A nail connected spaced column is fabricated from two shafts of equal cross-section of 65mm x 250mm spaced 75mm apart, as shown in the figure. Assuming that the column is free standing and unbraced throughout its length against the tendency to buckle in either direction and carries a medium term axial load of 50KN. Check the adequacy of the column if it comprises of timber sections in strength class C24 under service class 2 conditions. he = hi = 400mm; Le = Li = 600mm. connection 997 "000 -end blocking intermediate Mocking ויי 250 P KN P KN 200 600 600 600 600 600 600 200
Transcribed Image Text:A nail connected spaced column is fabricated from two shafts of equal cross-section of 65mm x 250mm spaced 75mm apart, as shown in the figure. Assuming that the column is free standing and unbraced throughout its length against the tendency to buckle in either direction and carries a medium term axial load of 50KN. Check the adequacy of the column if it comprises of timber sections in strength class C24 under service class 2 conditions. he = hi = 400mm; Le = Li = 600mm. connection 997 "000 -end blocking intermediate Mocking ויי 250 P KN P KN 200 600 600 600 600 600 600 200
Ocall (actual) N/mm2 = Choose... + K12= Choose... + İyy = Choose... + Хуу Choose... Aww = ixx = Choose... + Choose... iww = Choose... → Oc,a,|| (permissible) N/mm2 = Choose... + Axx Choose... +
Transcribed Image Text:Ocall (actual) N/mm2 = Choose... + K12= Choose... + İyy = Choose... + Хуу Choose... Aww = ixx = Choose... + Choose... iww = Choose... → Oc,a,|| (permissible) N/mm2 = Choose... + Axx Choose... +
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