2. A single-angle tension member, an L3 x3 x3/8, is connected to a gusset plate with 22mm- diameter bolts as shown in the figure. A36 steel is used. The service loads are 155KN dead load and 66 kN live load. Investigate this member for compliance with the NSCP 2015 Specification. Assume that the effective net area is 85% of the computed net area. Consider yielding of the gross section and fracture of the net section. Neglect block shear. a. Use LRFD. b. Use ASD L3x 32x% Section

2. A single-angle tension member, an L3 x3 x3/8, is connected to a gusset plate with 22mm- diameter bolts as shown in the figure. A36 steel is used. The service loads are 155KN dead load and 66 kN live load. Investigate this member for compliance with the NSCP 2015 Specification. Assume that the effective net area is 85% of the computed net area. Consider yielding of the gross section and fracture of the net section. Neglect block shear. a. Use LRFD. b. Use ASD L3x 32x% Section

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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