be WL =8 kN/m wp = 12 kN/m + weight of T-beam (beam + slab) hf =90 mm h = 500 mm d = 410 mm 8 - 28 mm L= 4.0 m b=250 mm Note: Assume width of support is 300 mm. Cross section at midspan
be WL =8 kN/m wp = 12 kN/m + weight of T-beam (beam + slab) hf =90 mm h = 500 mm d = 410 mm 8 - 28 mm L= 4.0 m b=250 mm Note: Assume width of support is 300 mm. Cross section at midspan
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The interior beam shown in the figure is a T-beam with span-to-span distance of 3.0 m. Use fc = 21 MPa, fy = 420 MPa and Es = 200, 000 MPa. Determine the effective width of the midspan cross section assuming a T-section.
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