6. Timber floor: The cross-section of the beam is 8x22cm (bxh), axial spacings 0,60 m. Timber class C24. Span of beam measured between walls is 5,20 m. Self weight of floor is 1,50 kN/m. Imposed load of floor is 2,00 kN/m2. Design required reinforcement. Only consider ULS. Please make appropriate drawing.

6. Timber floor: The cross-section of the beam is 8x22cm (bxh), axial spacings 0,60 m. Timber class C24. Span of beam measured between walls is 5,20 m. Self weight of floor is 1,50 kN/m. Imposed load of floor is 2,00 kN/m2. Design required reinforcement. Only consider ULS. Please make appropriate drawing.

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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