Example 2 H W For The Simply Supported Beam Of Section Shown In Figure Below Calculate The Flexural Stresses At Ends 1 (69.33 KiB) Viewed 25 times
Prestress, solution by working stressed method, reinforced concrete
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 fci' = 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 * 150 mm 100 mm 100 mm
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