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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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