Question 1 Check that the medium-term load of 38 kN applied to the spaced column shown in below complies with the design requirements of BS 5268-2. The column consists of two 38 x 150 C22 timbers 76 mm apart. All joints are glued and intermediate packs are 250 mm long. suitable connection x 14 -end blocking NEP L₁ intermediate blocking L₂ L₁₁ m 38kN medium term load IIIIIIIIII -200 600 600 600 600 600 600 -200 38kN medium term load

Question 1 Check that the medium-term load of 38 kN applied to the spaced column shown in below complies with the design requirements of BS 5268-2. The column consists of two 38 x 150 C22 timbers 76 mm apart. All joints are glued and intermediate packs are 250 mm long. suitable connection x 14 -end blocking NEP L₁ intermediate blocking L₂ L₁₁ m 38kN medium term load IIIIIIIIII -200 600 600 600 600 600 600 -200 38kN medium term load

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.5.1P

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