PLEASE MSKE SURE THE ANSWER IS CORRECT 100%Question 1: choose the correct answer:1. Which of the following is NOT a limit state for a column in Axial Compression:a.Overturningb.Local Buckling c.Flexural Torsional Bucklingd.Torsional Bucklinge.Flexural Buckling.2. Attach (image) 3.Which of the following is NOT part of the Steel Treatment process? a.Hardeningb.Annealingc.Temperingd.Normalizinge.Neutralizing What is the LRFD design yielding limit strength (Kips) for a HSS 4x4x1/8 ?Table 5-5 (continued)Available Strength inAxial TensionFy = 46 ksiFu = 58 ksi%3D%3DHSS4-HSS2Square HSSGross Area,YieldingRuptureAg =0.75A,%3DShapeAgkipskipsOt PnOt Pnin.?in.?ASDLRFDASDLRFDHSS4×4×26.024.511662491311964.783.581321981041564.103.0811317089.31343.372.5392.814073.4110x162.581.9471.110756.384.4x/81.771.3348.873.338.657.9O a. 57.9 KipsO b. 196 KipsO . 107 KipsO d. 73.3 KipsO e. 106 KipsClear my choice

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PLEASE MSKE SURE THE ANSWER IS CORRECT 100% Question 1: choose the correct answer: 1. Which of the following is NOT a limit state for a column in Axial Compression: a.Overturning b.Local Buckling c.Flexural Torsional Buckling d.Torsional Buckling e.Flexural Buckling . 2. Attach (image) 3.Which of the following is NOT part of the Steel Treatment process? a.Hardening b.Annealing c.Tempering d.Normalizing e.Neutralizing

PLEASE MSKE SURE THE ANSWER IS CORRECT 100% Question 1: choose the correct answer: 1. Which of the following is NOT a limit state for a column in Axial Compression: a.Overturning b.Local Buckling c.Flexural Torsional Buckling d.Torsional Buckling e.Flexural Buckling . 2. Attach (image) 3.Which of the following is NOT part of the Steel Treatment process? a.Hardening b.Annealing c.Tempering d.Normalizing e.Neutralizing

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter7: Simple Connections

Section: Chapter Questions

Problem 7.11.10P

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Concept explainers

Analysis and Procedures for Material Selection

The term material selection means to select the right material for various engineering applications. There are various engineering materials available and each has different individual properties. Thorough knowledge of the material properties and behavior is crucial in the design process. For instance, a structural member, such as a beam, is used to support vertical shear loads by the building itself. To withstand such loads, the material of the beam must possess adequate strength and stiffness to resist any deformation that might lead to the formation of cracks.

Question

PLEASE MSKE SURE THE ANSWER IS CORRECT 100%

Question 1: choose the correct answer:

1. Which of the following is NOT a limit state for a column in Axial Compression:

a.Overturning

b.Local Buckling

c.Flexural Torsional Buckling

d.Torsional Buckling

e.Flexural Buckling

2. Attach (image)

3.Which of the following is NOT part of the Steel Treatment process?

a.Hardening

b.Annealing

c.Tempering

d.Normalizing

e.Neutralizing

What is the LRFD design yielding limit strength (Kips) for a HSS 4x4x1/8 ?
Table 5-5 (continued)
Available Strength in
Axial Tension
Fy = 46 ksi
Fu = 58 ksi
%3D
%3D
HSS4-HSS2
Square HSS
Gross Area,
Yielding
Rupture
Ag =
0.75A,
%3D
Shape
Ag
kips
kips
Ot Pn
Ot Pn
in.?
in.?
ASD
LRFD
ASD
LRFD
HSS4×4×2
6.02
4.51
166
249
131
196
4.78
3.58
132
198
104
156
4.10
3.08
113
170
89.3
134
3.37
2.53
92.8
140
73.4
110
x16
2.58
1.94
71.1
107
56.3
84.4
x/8
1.77
1.33
48.8
73.3
38.6
57.9
O a. 57.9 Kips
O b. 196 Kips
O . 107 Kips
O d. 73.3 Kips
O e. 106 Kips
Clear my choice

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