25.6026.27.OSituation 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:A. 424B.50835 6024. Nominal tensile strength (kN) based on gross yielding.617366PAROA.B.O60O44234060Effective net area of the tension memberA. 1,516B. 1,221C.D.Ultimate tensile strength (kN) based on tensile ruptureC.354D.303D.if the shear lag factor is 0.80.1,1361,431Allowable block shear strength of the tension member. Use Up = 1.0A. 442.6C. 354.5B.412.8D.503.0

60 25. 26. O A. 424 B. 508 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: PAR 35 60 24. Nominal tensile strength (kN) based on gross yielding. C. 617 D. 366 A. 9 B. O A. B. 60 Effective net area of the tension member if the shear lag factor is 0.80. A. 1,516 C. 1,136 B. 1,221 D. 1,431 O Ultimate tensile strength (kN) based on tensile rupture C. 354 D. 303 442 340 60 27. Allowable block shear strength of the tension member. Use Up = 1.0 442.6 C. 354.5 412.8 D. 503.0

60 25. 26. O A. 424 B. 508 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: PAR 35 60 24. Nominal tensile strength (kN) based on gross yielding. C. 617 D. 366 A. 9 B. O A. B. 60 Effective net area of the tension member if the shear lag factor is 0.80. A. 1,516 C. 1,136 B. 1,221 D. 1,431 O Ultimate tensile strength (kN) based on tensile rupture C. 354 D. 303 442 340 60 27. Allowable block shear strength of the tension member. Use Up = 1.0 442.6 C. 354.5 412.8 D. 503.0

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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