Determine the LRFD design strength and the ASD allowable strength of the sections with longitudinal welded connections given. Use A572 Grade 42 steel 2. PL19mm x350mm PL19mm x250mm 250mm Pu OR Pu PA
Determine the LRFD design strength and the ASD allowable strength of the sections with longitudinal welded connections given. Use A572 Grade 42 steel 2. PL19mm x350mm PL19mm x250mm 250mm Pu OR Pu PA
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Table 2-4
Applicable ASTM Specifications
for Various Structural Shapes
Applicable Shape Series
Fy
Yield
Fu
Tensile
HSS
Stressa Stressa
(ksi)
(ksi)
Steel
ASTM
Туре
Designation
W
M S
НР
MC
L
A36
36
58-80
A53 Gr. B
35
60
42
58
Gr. B
46
58
A500
46
62
Gr. C
50
62
Gr. A
36
58
Carbon
A501
Gr. B
50
70
Gr. 50
50
65-100
A529°
Gr. 55
55
70-100
A709
36
36
58-800
36
36-52
58
A1043.k
50
50-65
65
A1085
Gr. A
50
65
Gr. 42
42
60
Gr. 50
50
65
A572
Gr. 55
55
70
Gr. 60°
60
75
Gr. 65°
65
80
Gr. lak, Ib & II
A618
509
709
High-
Strength
Gr. II
50
65
50
50
65
Low-
A709
50S
50-65
65
Alloy
50W
50
70
50
50
65
A913
60
60
75
65
65
80
70
70
90
A992
50
65
A1065k
Gr. 50
50
60
= Preferred material specification.
= Other applicable material specification, the availability of which should be confimed prior to specification.
= Material specification does not apply.
a Minimum, unless a range is shown.
b For wide-flange shapes with flange thicknesses over 3 in., only the minimum of 58 ksi applies.
C For shapes with a flange or leg thickness less than or equal to 12 in. only. To improve weldability, a maximum carbon equivalent can be
specified (per ASTM A529 Supplementary Pequirement S78). If desired, maximum tensile stress of 90 ksi can be specified (per ASTM A529
Supplementary Requirement S79).
d For shape profiles with a flange width of 6 in. or greater.
e For shapes with a flange thickness less than or equal to 2 in. only.
1 ASTM A618 can also be specified as corrosion-resistant; see ASTM A618.
9 Minimum applies for walls nominally A in. thick and under. For wall thickness over 4 in., Fy=46 ksi and F367 ksi.
h If desired, maximum yield stress of 65 ksi and maximum yield-to-tensile strength ratio of 0.85 can be specified (per ASTM A913
Supplementary Requirement S75).
I A maximum yield-to-tensile strength ratio of 0.85 and carbon equivalent formula are included as mandatory, and some variation is
allowed, including for shapes tested with coupons cut from the web; see ASTM A992. If desired, maximum tensile stress of 90 ksi can be
specified (per ASTM A992 Supplementary Requirement S79).
I The grades of ASTM A1065 may not be interchanged without approval of the purchaser.
K This specification is not a prequalified base metal per AWS D1.1/D1.1M:2015.
00](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ffae5241e-9fe5-4e87-9be7-d2ab492450c6%2F05291c81-ad07-4031-ae18-2def6a7feb0e%2Fg0kvpto_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Table 2-4
Applicable ASTM Specifications
for Various Structural Shapes
Applicable Shape Series
Fy
Yield
Fu
Tensile
HSS
Stressa Stressa
(ksi)
(ksi)
Steel
ASTM
Туре
Designation
W
M S
НР
MC
L
A36
36
58-80
A53 Gr. B
35
60
42
58
Gr. B
46
58
A500
46
62
Gr. C
50
62
Gr. A
36
58
Carbon
A501
Gr. B
50
70
Gr. 50
50
65-100
A529°
Gr. 55
55
70-100
A709
36
36
58-800
36
36-52
58
A1043.k
50
50-65
65
A1085
Gr. A
50
65
Gr. 42
42
60
Gr. 50
50
65
A572
Gr. 55
55
70
Gr. 60°
60
75
Gr. 65°
65
80
Gr. lak, Ib & II
A618
509
709
High-
Strength
Gr. II
50
65
50
50
65
Low-
A709
50S
50-65
65
Alloy
50W
50
70
50
50
65
A913
60
60
75
65
65
80
70
70
90
A992
50
65
A1065k
Gr. 50
50
60
= Preferred material specification.
= Other applicable material specification, the availability of which should be confimed prior to specification.
= Material specification does not apply.
a Minimum, unless a range is shown.
b For wide-flange shapes with flange thicknesses over 3 in., only the minimum of 58 ksi applies.
C For shapes with a flange or leg thickness less than or equal to 12 in. only. To improve weldability, a maximum carbon equivalent can be
specified (per ASTM A529 Supplementary Pequirement S78). If desired, maximum tensile stress of 90 ksi can be specified (per ASTM A529
Supplementary Requirement S79).
d For shape profiles with a flange width of 6 in. or greater.
e For shapes with a flange thickness less than or equal to 2 in. only.
1 ASTM A618 can also be specified as corrosion-resistant; see ASTM A618.
9 Minimum applies for walls nominally A in. thick and under. For wall thickness over 4 in., Fy=46 ksi and F367 ksi.
h If desired, maximum yield stress of 65 ksi and maximum yield-to-tensile strength ratio of 0.85 can be specified (per ASTM A913
Supplementary Requirement S75).
I A maximum yield-to-tensile strength ratio of 0.85 and carbon equivalent formula are included as mandatory, and some variation is
allowed, including for shapes tested with coupons cut from the web; see ASTM A992. If desired, maximum tensile stress of 90 ksi can be
specified (per ASTM A992 Supplementary Requirement S79).
I The grades of ASTM A1065 may not be interchanged without approval of the purchaser.
K This specification is not a prequalified base metal per AWS D1.1/D1.1M:2015.
00
![Determine the LRFD design strength and the ASD allowable strength of
the sections with longitudinal welded connections given. Use A572 Grade
42 steel
2.
PL19mm x350mm
PL 19mm x250mm
250mm
Pu
Pu
OR
OR
PA
PA
క](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ffae5241e-9fe5-4e87-9be7-d2ab492450c6%2F05291c81-ad07-4031-ae18-2def6a7feb0e%2F5redqog_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Determine the LRFD design strength and the ASD allowable strength of
the sections with longitudinal welded connections given. Use A572 Grade
42 steel
2.
PL19mm x350mm
PL 19mm x250mm
250mm
Pu
Pu
OR
OR
PA
PA
క
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