Determine if w10x12 (A242) section is Compact, Non-Compact or slender. Show neat handwriting and complete solution.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
icon
Related questions
icon
Concept explainers
Question
Determine if w10x12 (A242) section is Compact, Non-Compact or slender.
Show neat handwriting and complete solution.
Transcribed Image Text:Determine if w10x12 (A242) section is Compact, Non-Compact or slender. Show neat handwriting and complete solution.
Table 2-1.
Applicable ASTM Specifications
for Various Structural Shapes
Applicable Shape Series
F, Min.
Yield
F
HSS
Tensile
Steel
ASTM
Stress
Stress
Steel
Туре
Designation
(ksi)
(ksi)
M
S
HP
MC
Pipe
A36
36
58-80
A53 Gr. B
35
60
42
58
Gr. B
46
58
A500
Carbon
46
62
Gr. C
50
62
A501
36
58
Gr. 50
50
65-100
A529
Gr. 55
55
70-100
Gr. 42
42
60
Gr. 50
50
65
A572
Gr. 55
55
70
Gr. 60
60
75
Gr. 65
65
80
High-
Gr. I & II
509
709
A618
Strength
Low-Alloy
Gr. II
50
65
50
50h
60
60
60
75
A913
65
65
80
70
70
06
A992
50-65
65
42
63
Corrosion
A242
46
67*
Resistant
High-
Strength
Low-Alloy
50'
70
ASBB
50
70
A847
50
70
= Preferred material specification.
= Other applicable material specification, the availability of which should be confimed prior to
specification.
= Material specification does not apply.
"Minimum unless a range is shown.
'For shapes over 426 Ibift, only the minimum of 58 ksi applies.
* Groups 1 and 2 shapes only. To improve weldability a maximum carbon equivalent can be specified
(per ASTM Supplementary Requirement S78). If desired, maximum tensile stress of 90 ksi can be specified
(per ASTM Supplementary Requirement S79).
If desired, minimum tensille stress of 70 ksi can be specified (per ASTM Supplementary Requirement S81).
Groups 1, 2 and 3 shapes only.
'ASTM A618 can also be specified as corrosion-resistant; see ASTM A618.
Minimum applies for walls nominally /4-in. thick and under. For wall thicknesses over 4 in., F- 46 ksi and
F.- 67 ksi,
'If desired, maximum yield stress of 65 ksi and maximum yield-to-tensile strength ratio of 0.85 can be specified
(per ASTM Supplementary Requirement S75).
'A maximum yield-to-tensile strength ratio of 0.85 and carbon equivalent formula are included as mandatory in
ASTM A992.
Groups 4 and 5 shapes only.
*Group 3 shapes only.
"Groups 1 and 2 shapes only.
Transcribed Image Text:Table 2-1. Applicable ASTM Specifications for Various Structural Shapes Applicable Shape Series F, Min. Yield F HSS Tensile Steel ASTM Stress Stress Steel Туре Designation (ksi) (ksi) M S HP MC Pipe A36 36 58-80 A53 Gr. B 35 60 42 58 Gr. B 46 58 A500 Carbon 46 62 Gr. C 50 62 A501 36 58 Gr. 50 50 65-100 A529 Gr. 55 55 70-100 Gr. 42 42 60 Gr. 50 50 65 A572 Gr. 55 55 70 Gr. 60 60 75 Gr. 65 65 80 High- Gr. I & II 509 709 A618 Strength Low-Alloy Gr. II 50 65 50 50h 60 60 60 75 A913 65 65 80 70 70 06 A992 50-65 65 42 63 Corrosion A242 46 67* Resistant High- Strength Low-Alloy 50' 70 ASBB 50 70 A847 50 70 = Preferred material specification. = Other applicable material specification, the availability of which should be confimed prior to specification. = Material specification does not apply. "Minimum unless a range is shown. 'For shapes over 426 Ibift, only the minimum of 58 ksi applies. * Groups 1 and 2 shapes only. To improve weldability a maximum carbon equivalent can be specified (per ASTM Supplementary Requirement S78). If desired, maximum tensile stress of 90 ksi can be specified (per ASTM Supplementary Requirement S79). If desired, minimum tensille stress of 70 ksi can be specified (per ASTM Supplementary Requirement S81). Groups 1, 2 and 3 shapes only. 'ASTM A618 can also be specified as corrosion-resistant; see ASTM A618. Minimum applies for walls nominally /4-in. thick and under. For wall thicknesses over 4 in., F- 46 ksi and F.- 67 ksi, 'If desired, maximum yield stress of 65 ksi and maximum yield-to-tensile strength ratio of 0.85 can be specified (per ASTM Supplementary Requirement S75). 'A maximum yield-to-tensile strength ratio of 0.85 and carbon equivalent formula are included as mandatory in ASTM A992. Groups 4 and 5 shapes only. *Group 3 shapes only. "Groups 1 and 2 shapes only.
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 2 steps with 2 images

Blurred answer
Knowledge Booster
Material Properties
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning