Determine if w10x12 (A242) section is Compact, Non-Compact or slender. Show neat handwriting and complete solution.
Determine if w10x12 (A242) section is Compact, Non-Compact or slender. Show neat handwriting and complete solution.
Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN:9781285165738
Author:Alan Jefferis, David A. Madsen, David P. Madsen
Publisher:Alan Jefferis, David A. Madsen, David P. Madsen
Chapter28: Structural Components Of Framed Construction
Section: Chapter Questions
Problem 28.7Q
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Transcribed Image Text:Determine if w10x12 (A242) section is Compact, Non-Compact or slender.
Show neat handwriting and complete solution.
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.
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