■ Consider■ h457 × 152 × 52 UKB= 449.8 mm; b = 152.4 mmtw = 7.6 mm; t₁ = 10.9 mmr = 10.2 mm; d = 407.6 mm■h= 449.8203.8■ What is the cross-sectional area, A?■ What is the second moment of area, Iy?What is the elastic modulus, Wel,y?■ What are the contributions of the flanges and the web?■ What is the plastic modulus, Wply?■ What are the contributions of the flanges and the web?■ What is the shape factor of this section?b =219.45tw = 7.6152.4tf = 10.9h₁ = 428

Given, h = 449.8 mm b = 152.4 mm r = 10.2 mm NOTE : As per guidelines, first 3 parts are solved.…

■ Consider 457 × 152 × 52 UKB ▪ h = 449.8 mm; b= 152.4 mm tw = 7.6 mm; t₁ = 10.9 mm ■ r = 10.2 mm; d = 407.6 mm ■ What is the cross-sectional area, A? ■ What is the second moment of area, Iy? ■ What is the elastic modulus, Wely? ■ = 449.8 203.8 219.45 tw = 7.6 b = 152.4 tf = 10.9 hw = 428

■ Consider 457 × 152 × 52 UKB ▪ h = 449.8 mm; b= 152.4 mm tw = 7.6 mm; t₁ = 10.9 mm ■ r = 10.2 mm; d = 407.6 mm ■ What is the cross-sectional area, A? ■ What is the second moment of area, Iy? ■ What is the elastic modulus, Wely? ■ = 449.8 203.8 219.45 tw = 7.6 b = 152.4 tf = 10.9 hw = 428

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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Question

■ Consider
■ h
457 × 152 × 52 UKB
= 449.8 mm; b = 152.4 mm
tw = 7.6 mm; t₁ = 10.9 mm
r = 10.2 mm; d = 407.6 mm
■
h
= 449.8
203.8
■ What is the cross-sectional area, A?
■ What is the second moment of area, Iy?
What is the elastic modulus, Wel,y?
■ What are the contributions of the flanges and the web?
■ What is the plastic modulus, Wply?
■ What are the contributions of the flanges and the web?
■ What is the shape factor of this section?
b =
219.45
tw = 7.6
152.4
tf = 10.9
h₁ = 428

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