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Problem 1: Calculate the instantaneous and longtime deflection (time limit of 5 years) of a 40ft span simply supported beam (f'c = 4 ksi, fy = 60 ksi,) W₁ =3k/ft Wp =7k/ft PL=15k PD=10k 40" 24" 2.5" 3-#9 5-#10 20" 20.5"

Problem 1: Calculate the instantaneous and longtime deflection (time limit of 5 years) of a 40ft span simply supported beam (f'c = 4 ksi, fy = 60 ksi,) W₁ =3k/ft Wp =7k/ft PL=15k PD=10k 40" 24" 2.5" 3-#9 5-#10 20" 20.5"

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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Subject is Reinforced Concrete Design please show all steps when solving so your process is easy to follow thanks
Problem 1: Calculate the instantaneous and longtime deflection (time limit of 5 years) of a 40ft span simply supported beam (f'c = 4 ksi, fy = 60 ksi,) W₁ =3k/ft WD =7k/ft P₁ =15k PD=10k 40" 7777777 24" 2.5" 3-#9 5-#10 20" 20.5"
Transcribed Image Text:Problem 1: Calculate the instantaneous and longtime deflection (time limit of 5 years) of a 40ft span simply supported beam (f'c = 4 ksi, fy = 60 ksi,) W₁ =3k/ft WD =7k/ft P₁ =15k PD=10k 40" 7777777 24" 2.5" 3-#9 5-#10 20" 20.5"
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