Factored uniform load
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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