A post-tensioned concrete rectangular beam consists of two 10 m spans. It is 300 mm wide and 600 mm deep. Permanent action of 25 kN/m (including self-weight) and a variable action of 15 kN/m. Cover requirements mean that center of tendon should be no closer than 100 mm from surface of concrete. Calculate following: Minimum prestress force required to balance all of permanent action at span BC. Moment at B at service. Stresses at top and bottom of section at B at service.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Example 2: Design of Continuous beam
A post-tensioned concrete rectangular beam consists of two 10 m spans.
It is 300 mm wide and 600 mm deep. Permanent action of 25 kN/m
(including self-weight) and a variable action of 15 kN/m. Cover
requirements mean that center of tendon should be no closer than 100
mm from surface of concrete. Calculate following:
Minimum prestress force required to balance all of permanent action at
span BC.
Moment at B at service.
Stresses at top and bottom of section at B at service.
• Stresses under frequently applied load (permanent + 50% variable
actions).
Moment at B that is to be used in design for ultimate load conditions.
c.g.c
10
12 m
Transcribed Image Text:Example 2: Design of Continuous beam A post-tensioned concrete rectangular beam consists of two 10 m spans. It is 300 mm wide and 600 mm deep. Permanent action of 25 kN/m (including self-weight) and a variable action of 15 kN/m. Cover requirements mean that center of tendon should be no closer than 100 mm from surface of concrete. Calculate following: Minimum prestress force required to balance all of permanent action at span BC. Moment at B at service. Stresses at top and bottom of section at B at service. • Stresses under frequently applied load (permanent + 50% variable actions). Moment at B that is to be used in design for ultimate load conditions. c.g.c 10 12 m
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