A B) 24'-0" 12'-0* 12'-0" to (2 CVOID 16'-0" 8'-0" The floor plan above, shows steel beams which support an 8" thk RC slab with a terrazzo floor finish. The terrazzo floor finish imposes a uniformly distributed load of 20 psf, while the live load over the entire slabbed area, can be taken as 50 psf. The unit weight of concrete is 150 pcf and the self-weight of the steel beams can be ignored. a) Show the tributary areas over all the beams on a plan drawing. b) Calculate the total factored loads on the beam shown on gridline '2' and draw its loading diagram, showing the total factored loads as well as its factored reactions. to 0-9 0-,

A B) 24'-0" 12'-0* 12'-0" to (2 CVOID 16'-0" 8'-0" The floor plan above, shows steel beams which support an 8" thk RC slab with a terrazzo floor finish. The terrazzo floor finish imposes a uniformly distributed load of 20 psf, while the live load over the entire slabbed area, can be taken as 50 psf. The unit weight of concrete is 150 pcf and the self-weight of the steel beams can be ignored. a) Show the tributary areas over all the beams on a plan drawing. b) Calculate the total factored loads on the beam shown on gridline '2' and draw its loading diagram, showing the total factored loads as well as its factored reactions. to 0-9 0-,

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 9.4.1P

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