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. 9" 10" (max) PD=6k PL = 30k 60° -1=3"
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. 9" 10" (max) PD=6k PL = 30k 60° -1=3"
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text: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.
1
9"
10"
(max)
PD=6k
P₁ = 30 k
60°
t = 38"
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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:
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