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1. An angular section 120mm x 120mm x 10mm is riveted by a 22mm diameter rivets arranged as shown. Assume A36 steel with Fy, = 250MPA, F, = 400MP.. Diameter of hole is 3mm bigger. 60mm 40mm 120mm | 10mm 60mm 40mm 10mm 60mm 60mm 60mm 60mm Determine the capacity of the section based on yielding of gross area. b. Determine the capacity of the section based on tensile fracture of the net area. c. Determine the capacity of the section based on block shear failure. a.

1. An angular section 120mm x 120mm x 10mm is riveted by a 22mm diameter rivets arranged as shown. Assume A36 steel with Fy, = 250MPA, F, = 400MP.. Diameter of hole is 3mm bigger. 60mm 40mm 120mm | 10mm 60mm 40mm 10mm 60mm 60mm 60mm 60mm Determine the capacity of the section based on yielding of gross area. b. Determine the capacity of the section based on tensile fracture of the net area. c. Determine the capacity of the section based on block shear failure. a.

Structural Analysis
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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1. An angular section 120mm x 120mm x 10mm is riveted by a 22mm diameter rivets arranged as shown. Assume A36 steel with F, = 250MPA, F, = 400MPA. Diameter of hole is 3mm bigger. 60mm 40mm 120mm | 10mm 60mm >T 40mm 10mm 60mm 60mm 60mm 60mm a. Determine the capacity of the section based on yielding of gross area. b. Determine the capacity of the section based on tensile fracture of the net area. c. Determine the capacity of the section based on block shear failure.
Transcribed Image Text:1. An angular section 120mm x 120mm x 10mm is riveted by a 22mm diameter rivets arranged as shown. Assume A36 steel with F, = 250MPA, F, = 400MPA. Diameter of hole is 3mm bigger. 60mm 40mm 120mm | 10mm 60mm >T 40mm 10mm 60mm 60mm 60mm 60mm a. Determine the capacity of the section based on yielding of gross area. b. Determine the capacity of the section based on tensile fracture of the net area. c. Determine the capacity of the section based on block shear failure.
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