(86) A lower chord of truss has a vertical mem- ber and a tie member (f=250 MPa; f-410 MPa) at a point "O" in it, as shown in Figure below, along with the factored axial forces. Assume the gusset plate thickness of 8 mm. Use 16 mm di- ameter bolts of grade 4.6 (f-400 MPa) for con- nection. The number of bolts required against bolt shearing in the vertical member is- 2. 400 KN a) 6 nos c) 4 nos Single angle. • TV Pl 100 KN 2 ISA placed back-to-back Gusset plate b) 5 nos d) 3 nos r 300 kN

(86) A lower chord of truss has a vertical mem- ber and a tie member (f=250 MPa; f-410 MPa) at a point "O" in it, as shown in Figure below, along with the factored axial forces. Assume the gusset plate thickness of 8 mm. Use 16 mm di- ameter bolts of grade 4.6 (f-400 MPa) for con- nection. The number of bolts required against bolt shearing in the vertical member is- 2. 400 KN a) 6 nos c) 4 nos Single angle. • TV Pl 100 KN 2 ISA placed back-to-back Gusset plate b) 5 nos d) 3 nos r 300 kN

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter7: Simple Connections

Section: Chapter Questions

Problem 7.4.3P

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