Project 2 - Design following connections of a factory building

Design following connections of a factory building

• Secondary Beam to primary beam connection – Fin plate shear connection

• Primary beam to column connection – Extended end plate connection

• Column to base plate connection - Pinned connection
  • Secondary beam size – ISMB 200
  • Primary beam size – ISMB 300
  • Column size – ISMB 500

Member end forces (Factored)

	Shear Force	Moment	Axial force
Secondary beam	120 kN	-	15 kN (C)
Primary beam	450 kN	280 kN-m	-
Column	150 kN	-	1250 kN (C)

Consider the yield strength of the member/plate and ultimate strength of member/plate .

Consider 4.6 grade ordinary grade bolts.

SOLUTION :