What are the methods available in EC 2

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Reinforced concrete design Question 4.1
4.1
What are the methods available in EC 2 to ensure that the deflection of the bean
one has designed is within allowable limits?
4.2
A two-span continuous T-beam section with equal spans of 7.5 m has the following
dimensions: Width of flange = 1100 mm, width of web = 250 mm, effective depth
= 420 mm, tension and compression steel provided are 4H20 and 2H12
respectively. Area of tension steel required is 1234 mm²and the concrete grade used
is C25. Verify the beam for deflection requirement.
Transcribed Image Text:4.1 What are the methods available in EC 2 to ensure that the deflection of the bean one has designed is within allowable limits? 4.2 A two-span continuous T-beam section with equal spans of 7.5 m has the following dimensions: Width of flange = 1100 mm, width of web = 250 mm, effective depth = 420 mm, tension and compression steel provided are 4H20 and 2H12 respectively. Area of tension steel required is 1234 mm²and the concrete grade used is C25. Verify the beam for deflection requirement.
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