Determine the maximum flexural stresses in the Tee Beam (Fig. 5) and the locations where it occurs. The beam is loaded as shown below. Draw moment diagram first. Value of P is given beside the figure for differing Rolls numbers. Rolls Even P 200 mm 7.P kN or Odd P kN/m 50 mm Even Rolls 2.5 200 A Odd Rolls 3 50 Beam Sec. 4 m 4 m 6 m

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Determine the maximum flexural stresses in the Tee Beam (Fig. 5) and the locations where
it occurs. The beam is loaded as shown below. Draw moment diagram first. Value of P is
given beside the figure for differing Rolls numbers.
Rolls Even P
200 mm
7.P kN
or Odd
P kN/m
50 mm
Even Rolls 2.5
200
A
Odd Rolls
3
50
Beam Sec.
4 m
4 m
6 m
Transcribed Image Text:Determine the maximum flexural stresses in the Tee Beam (Fig. 5) and the locations where it occurs. The beam is loaded as shown below. Draw moment diagram first. Value of P is given beside the figure for differing Rolls numbers. Rolls Even P 200 mm 7.P kN or Odd P kN/m 50 mm Even Rolls 2.5 200 A Odd Rolls 3 50 Beam Sec. 4 m 4 m 6 m
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