with full prestress and no live load in the initial condition b. with full live load and in final condition after all losses had occurred

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Immediately after prestressing, a post-tensioned bonded concrete beam has a prestress of 1560
kN in the steel, which gradually reduces to 1330 kN. In addition to its own weight of 4.40 kN/m,
the beam bears two live loads shown in the figure below. Calculate the mid-span fiber stresses:

a. with full prestress and no live load in the initial condition
b. with full live load and in final condition after all losses had occurred

 

4.50m
45 KN
t
3.00m
35 kN
+
4.50m
300 mm
Mid span section
600 mm
175
Transcribed Image Text:4.50m 45 KN t 3.00m 35 kN + 4.50m 300 mm Mid span section 600 mm 175
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