1. An angular section 120mm x 120mm x 10mm is riveted by a 22mm diameter rivets arranged as shown. AssumeA36 steel with F, = 250MPA, F,= 400MPA. Diameter of hole is 3mm bigger.60mm40mm120mm| 10mm60mm>T40mm10mm60mm60mm60mm60mma. 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.

As in the question figure rivet are staggered by 60mm, also rivets are present in both connected and…

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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