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The steel beam AB has a uniformly distributed load (UDL) w1 = 6 kN/m acting along its full length L1 = 7 m. The section properties of the steel beam are given below. The Grade S275 universal column (UC) is designated as Class 3, elastic, in bending The UC has a flange thickness t₁ = 12.8 mm Its plastic section moduli are Wply-y = 1,600 cm³ and Wpl z-z = 183 cm³ Its second moment of area are I y-y = 13,523 cm4 and I z-z = 726 cm4 Calculate the deflection at mid-span in mm an give your answer to one decimal place.

The steel beam AB has a uniformly distributed load (UDL) w1 = 6 kN/m acting along its full length L1 = 7 m. The section properties of the steel beam are given below. The Grade S275 universal column (UC) is designated as Class 3, elastic, in bending The UC has a flange thickness t₁ = 12.8 mm Its plastic section moduli are Wply-y = 1,600 cm³ and Wpl z-z = 183 cm³ Its second moment of area are I y-y = 13,523 cm4 and I z-z = 726 cm4 Calculate the deflection at mid-span in mm an give your answer to one decimal place.

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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A w1 L1 B The steel beam AB has a uniformly distributed load (UDL) w1 = 6 kN/m acting along its full length L1 = 7 m. The section properties of the steel beam are given below. The Grade S275 universal column (UC) is designated as Class 3, elastic, in bending The UC has a flange thickness tf = 12.8 mm Its plastic section moduli are Wply-y = 1,600 cm³ and Wpl z-z = 183 cm³ Its second moment of area are I y-y = 13,523 cm4 and I z-z = 726 cm4 Calculate the deflection at mid-span in mm an give your answer to one decimal place.
Transcribed Image Text:A w1 L1 B The steel beam AB has a uniformly distributed load (UDL) w1 = 6 kN/m acting along its full length L1 = 7 m. The section properties of the steel beam are given below. The Grade S275 universal column (UC) is designated as Class 3, elastic, in bending The UC has a flange thickness tf = 12.8 mm Its plastic section moduli are Wply-y = 1,600 cm³ and Wpl z-z = 183 cm³ Its second moment of area are I y-y = 13,523 cm4 and I z-z = 726 cm4 Calculate the deflection at mid-span in mm an give your answer to one decimal place.
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