Factored uniform load

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter14: Sheet-pile Walls
Section: Chapter Questions
Problem 14.11P
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A floor slab 100 mm thick is cast monolithically with beams 300 mm wide 500 mm deep spaced 2 m on centers, on simple supports over a span of 6.0 m.  The floor supports a superimposed service dead load of 1.77 kPa and service live load of 4.8 kPa.  Using f’c = 21 MPa, long bar fy = 415 MPa, calculate:

7.  Factored uniform load on a typical interior beam using load factors of 1.2 for dead load and 1.6 for live load.  = [wu]  kN/m (2 decimal places)

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