Situation 3: A staggered bolted connection is shown in the figure. The plates are 12 mm thick and 400 mm wide. The bolts are 25 mm in diameter and the effective bolt hole is 2 mm larger than the bolt diameter. Use a = 80 mm, b = 40 mm, c = 55 mm -Gusset Plate and S = 90 mm. 11. Determine the effective net width for chain 1-2-3. 319.00 mm 322.63 mm 292.00 mm a. с. b. 341.22 mm d. 12. Find the net width for chain 1-2-3-4. 319.00 mm 341.22 mm а. с. 322.63 mm b. d. 292.00 mm 13. Compute the tension T using an allowable stress, Fi = 148 МРа. a. 572.98 kN C. 518.59 kN b. 606.01 kN d. 566.54 kN AWAN NAN
Situation 3: A staggered bolted connection is shown in the figure. The plates are 12 mm thick and 400 mm wide. The bolts are 25 mm in diameter and the effective bolt hole is 2 mm larger than the bolt diameter. Use a = 80 mm, b = 40 mm, c = 55 mm -Gusset Plate and S = 90 mm. 11. Determine the effective net width for chain 1-2-3. 319.00 mm 322.63 mm 292.00 mm a. с. b. 341.22 mm d. 12. Find the net width for chain 1-2-3-4. 319.00 mm 341.22 mm а. с. 322.63 mm b. d. 292.00 mm 13. Compute the tension T using an allowable stress, Fi = 148 МРа. a. 572.98 kN C. 518.59 kN b. 606.01 kN d. 566.54 kN AWAN NAN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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11 12 and 13
Transcribed Image Text:Situation 3:
A staggered bolted connection is shown in the
figure. The plates are 12 mm thick and 400 mm
wide. The bolts are 25 mm in diameter and the
effective bolt hole is 2 mm larger than the bolt
diameter. Use a = 80 mm, b = 40 mm, c = 55 mm
Gusset Plate
and S = 90 mm.
11.
Determine the effective net width for chain 1-2-3.
322.63 mm
292.00 mm
а.
319.00 mm
341.22 mm
с.
b.
d.
12.
Find the net width for chain 1-2-3-4.
а.
319.00 mm
с.
322.63 mm
b.
341.22 mm
d.
292.00 mm
13.
Compute the tension I using an allowable stress, F: = 148
MPа.
a.
b.
572.98 kN
606.01 kN
с.
518.59 kN
d.
566.54 kN
ISITS
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