P, = 6k D. ,P, 30 k 10" (max) 60° 9" -t = ¾" 1 = %"
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
a. Use LRFD and design a welded connection for the bracket shown in Figure . All structural steel is A36. The horizontal 10inch dimension is a maximum. b. State why you think your weld size and configuration are best.
![P, = 6k
D.
,P,
30 k
10"
(max)
60°
9"
-t = ¾"
1 = %"](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fdec4f67e-e2cf-4a75-bafa-14f642e1bd27%2F513a0b03-933c-4cae-9c92-f8a97fb320a0%2Fdi6ddkk_processed.jpeg&w=3840&q=75)
Transcribed Image Text:P, = 6k
D.
,P,
30 k
10"
(max)
60°
9"
-t = ¾"
1 = %"
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Step 1: (a) By allowable stress design:
VIEWStep 2: Substitute 6 kips for D and 30 kips for L;
VIEWStep 3: Calculate the value of the coefficient, C using part 8 of the manual:
VIEWStep 4: Calculate the eccentricity occurring in x-direction substitute 9 in. for l;
VIEWStep 5: Calculate the volume of metal weld:
VIEWStep 6
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