SITUATION II: Calculate the permissible tensile load P 50 under the following conditions: Fy3248 MPa; Fu=600 MPa. The diameter of the bolts is 16 mm. V16 A 50 100 50 50 100 100 50 50 Allowable stresses: Tensile stresses on gross area: 0.6Fy Shear stress of the bolts: Fv=130 MPa Bearing stress of the bolts: Fp=1.2Fu 7. Based on shear capacity of bolts. a. 156.83 kN b. 1105.92 kN C. 475.21 kN d. 450.78 kN 8. Based on the bearing capacity of bolts. a. 156.83 kN C. 475.21 kN b. 1105.92 kN d. 450.78 kN 9. Based on the yielding of plates. b. 1105.92 kN d. 450.78 kN a. 156.83 kN C. 475.21 kN

SITUATION II: Calculate the permissible tensile load P 50 under the following conditions: Fy3248 MPa; Fu=600 MPa. The diameter of the bolts is 16 mm. V16 A 50 100 50 50 100 100 50 50 Allowable stresses: Tensile stresses on gross area: 0.6Fy Shear stress of the bolts: Fv=130 MPa Bearing stress of the bolts: Fp=1.2Fu 7. Based on shear capacity of bolts. a. 156.83 kN b. 1105.92 kN C. 475.21 kN d. 450.78 kN 8. Based on the bearing capacity of bolts. a. 156.83 kN C. 475.21 kN b. 1105.92 kN d. 450.78 kN 9. Based on the yielding of plates. b. 1105.92 kN d. 450.78 kN a. 156.83 kN C. 475.21 kN

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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