A floor slab 100 mm thick is cast monolithically with beams 300 mm wide 500 mm deep spaced 1.5 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 Using a T-beam geometry formed from monolithic construction, determine the effective flange width of a typical interior beam in mm.
A floor slab 100 mm thick is cast monolithically with beams 300 mm wide 500 mm deep spaced 1.5 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 Using a T-beam geometry formed from monolithic construction, determine the effective flange width of a typical interior beam in mm.
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 1.5 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
Using a T-beam geometry formed from monolithic construction, determine the effective flange width of a typical interior beam in mm.
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