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Calculate the instantaneous deflections and the long term deflections after four years, assuming that 30% of the live loads are continuously applied for 48 months, f'c = 28 mPa, fy = 420 mPa, bw = 400 mm, h = 600 mm, Compression bar = 28 mm diameter, Tension bar = 32 mm, DL = 23 kN/m and LL = 35 kN/m 65 bw 75

Calculate the instantaneous deflections and the long term deflections after four years, assuming that 30% of the live loads are continuously applied for 48 months, f'c = 28 mPa, fy = 420 mPa, bw = 400 mm, h = 600 mm, Compression bar = 28 mm diameter, Tension bar = 32 mm, DL = 23 kN/m and LL = 35 kN/m 65 bw 75

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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Calculate the instantaneous deflections and the long term deflections after four years, assuming that 30% of the live loads are continuously applied for 48 months, fc = 28 mPa, fy = 420 mPa, bw = 400 mm, h = 600 mm, %3D Compression bar = 28 mm diameter, Tension bar = 32 mm, DL = 23 kN/m and LL = 35 kN/m 65 h bw 75
Transcribed Image Text:Calculate the instantaneous deflections and the long term deflections after four years, assuming that 30% of the live loads are continuously applied for 48 months, fc = 28 mPa, fy = 420 mPa, bw = 400 mm, h = 600 mm, %3D Compression bar = 28 mm diameter, Tension bar = 32 mm, DL = 23 kN/m and LL = 35 kN/m 65 h bw 75
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