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

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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.

be
w, =8 kN/m
hf = 90 mm
Wn = 12 kN/m + weight of T-beam (beam + slab)
h= 500 mm
8 - 28 mm
d = 410 mm
L= 4.0 m
b=250 mm
Note: Assume width of support is 300 mm.
Cross section at midspan
Transcribed Image Text:be w, =8 kN/m hf = 90 mm Wn = 12 kN/m + weight of T-beam (beam + slab) h= 500 mm 8 - 28 mm d = 410 mm L= 4.0 m b=250 mm Note: Assume width of support is 300 mm. Cross section at midspan
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