The connection shown below uses 1-inch-diameter Group A bolts with the threads not in the shear plane. No slip is permitted. Both the tension member and the gusset plate are A36 steel. These bolts have not been added to distribute loads in the filler and two fillers are used. Use LRFD for solution. What is the design strength for tension on gross area in kip? Express your answer in two decimal places. 1/2" thick Gusset Plate 3/8" thick 2" 3" 2" 2" 3" 3" 2".
The connection shown below uses 1-inch-diameter Group A bolts with the threads not in the shear plane. No slip is permitted. Both the tension member and the gusset plate are A36 steel. These bolts have not been added to distribute loads in the filler and two fillers are used. Use LRFD for solution. What is the design strength for tension on gross area in kip? Express your answer in two decimal places. 1/2" thick Gusset Plate 3/8" thick 2" 3" 2" 2" 3" 3" 2".
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:The connection shown below uses 1-inch-diameter Group A bolts with the threads
not in the shear plane. No slip is permitted. Both the tension member and the
gusset plate are A36 steel. These bolts have not been added to distribute loads in
the filler and two fillers are used. Use LRFD for solution. What is the design
strength for tension on gross area in kip? Express your answer in two decimal
places.
1/2" thick Gusset Plate
3/8" thick
2"
3"
2"
2"
3"
3"
2"
P.
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