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Δ Δ Δ ব ব 25 600 Δ ব D Δ Δ Δ Δ Δ A Δ Δ Δ A A Δ Δ Δ Δ Δ Δ Δ Δ * Δ 06 300 (Dimensions in mm) Figure Q3 225

Δ Δ Δ ব ব 25 600 Δ ব D Δ Δ Δ Δ Δ A Δ Δ Δ A A Δ Δ Δ Δ Δ Δ Δ Δ * Δ 06 300 (Dimensions in mm) Figure Q3 225

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Concrete T-beam has been reinforced by bonding a steel plate to its web as
shown below. The beam carries a uniformly distributed load of 40kN/m over
a simply supported 8m span. Find the maximum deflection of the beam on
the assumption that the concrete is fully operative in both tension and compression.

(Est = 200kN/mm2. Econc = 30kN/mm2; central deflection due uniformly distributed
load, total W acting on a simply supported beam of span L is 5WL3/(384EI))

please include method with the calculations (not just answers). I am more of a visual learner who has to acsee what is happening 

Δ Δ Δ ব ব 25 600 Δ ব D Δ Δ Δ Δ Δ A Δ Δ Δ A A Δ Δ Δ Δ Δ Δ Δ Δ * Δ 06 300 (Dimensions in mm) Figure Q3 225
Transcribed Image Text:Δ Δ Δ ব ব 25 600 Δ ব D Δ Δ Δ Δ Δ A Δ Δ Δ A A Δ Δ Δ Δ Δ Δ Δ Δ * Δ 06 300 (Dimensions in mm) Figure Q3 225
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