Situation 8. The given angle bar L125x75x10 is connected to a 12 mm gusset plate. using 20 mm diameter bolts as shown in the figure. All spacing indicated are in mm. Using A36 steel with Fy= 248 MPa and Fu = 400 MPa, determine the following: 24. Nominal tensile strength (kN) based on gross yielding. C. 617 D. 366 A. 424 B. 508 25. Effective net area of the tension member if the shear lag factor is 0.80. 1,136 1,431 A. 1,516 B. 1,221 C. D. 26. Ultimate tensile strength (kN) based on tensile rupture C. 354 D. 303 A. 442 B. 340

Situation 8. The given angle bar L125x75x10 is connected to a 12 mm gusset plate. using 20 mm diameter bolts as shown in the figure. All spacing indicated are in mm. Using A36 steel with Fy= 248 MPa and Fu = 400 MPa, determine the following: 24. Nominal tensile strength (kN) based on gross yielding. C. 617 D. 366 A. 424 B. 508 25. Effective net area of the tension member if the shear lag factor is 0.80. 1,136 1,431 A. 1,516 B. 1,221 C. D. 26. Ultimate tensile strength (kN) based on tensile rupture C. 354 D. 303 A. 442 B. 340

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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