Figure 1 A gusset plate is attached to a column as shown in the Figure 1 supports a load of 100 kN. Design the rivets/bolts in the region A where the load is applied eccentrically having a group or bolts/rivets. Design assumption number of bolts/rivets 4. The selection of size and material refers table 15.2 and Appendix B table B1 respectively. In this assignment students must obtain design safety factor values in the range 2.4 – 2.6 by using formula max ? ? yield
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