Example 2 (H.W) : For the simply supported beam of section shown in figure below, calculate the flexural stresses at ends and mid-span at all loading stages, then check these stresses with ACI limitations use fei' = 29 MPa, fc'= 35 MPa, Fpi= 1300 MPa, final losses =20 % live load= 5 kN/m, dead load =5 kN/m in addition to its own weight, span length= 13 m, class U and all live load is sustained.
Example 2 (H.W) : For the simply supported beam of section shown in figure below, calculate the flexural stresses at ends and mid-span at all loading stages, then check these stresses with ACI limitations use fei' = 29 MPa, fc'= 35 MPa, Fpi= 1300 MPa, final losses =20 % live load= 5 kN/m, dead load =5 kN/m in addition to its own weight, span length= 13 m, class U and all live load is sustained.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Example 2 (H.W) : For the simply supported beam of section shown in figure below,
calculate the flexural stresses at ends and mid-span at all loading stages, then check these
stresses with ACI limitations use fei' = 29 MPa, fe'= 35 MPa, Fpi= 1300 MPa, final losses
=20 % live load= 5 kN/m, dead load =5 kN/m in addition to its own weight, span length=
13 m, class U and all live load is sustained.
600 mm
75 mm
700 mm
I 50 mm
100 mm
100 mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa3096c77-25f1-4c16-a1c8-9888ff087f0d%2Fedbb9742-69cb-43c6-a6d4-58d875d405cc%2Ftfqr5ot_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Example 2 (H.W) : For the simply supported beam of section shown in figure below,
calculate the flexural stresses at ends and mid-span at all loading stages, then check these
stresses with ACI limitations use fei' = 29 MPa, fe'= 35 MPa, Fpi= 1300 MPa, final losses
=20 % live load= 5 kN/m, dead load =5 kN/m in addition to its own weight, span length=
13 m, class U and all live load is sustained.
600 mm
75 mm
700 mm
I 50 mm
100 mm
100 mm
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