4.1 What are the methods available in EC 2 to ensure that the deflection of the bear 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 mm² and the concrete grade used is C25. Verify the beam for deflection requirement
4.1 What are the methods available in EC 2 to ensure that the deflection of the bear 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 mm² and the concrete grade used is C25. Verify the beam for deflection requirement
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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