The floor beam in Fig. below supports nonstructural elements not likely to be damaged by large deflections. If the service dead load equals 21 kN/m and the service live load equals 12 kN/m, does the 450 mm beam satisfy ACI Code requirements for allowable 400 mm deflections? f = 25 MPa, fy= 400 MPa. s02s mm %3D 75 mm

The floor beam in Fig. below supports nonstructural elements not likely to be damaged by large deflections. If the service dead load equals 21 kN/m and the service live load equals 12 kN/m, does the 450 mm beam satisfy ACI Code requirements for allowable 400 mm deflections? f = 25 MPa, fy= 400 MPa. s02s mm %3D 75 mm

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 9.1.3P

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Question

1- The floor beam in Fig. below supports nonstructural
elements not likely to be damaged by large
deflections. If the service dead load equals 21 kN/m
and the service live load equals 12 kN/m, does the
450 mm
beam satisfy ACI Code requirements for allowable
400 mm
deflections? f = 25 MPa, fy= 400 MPa.
SØ25 mm
%3D
75 mm

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