Question

WL Gusset plate WL Hole location WL Unequal angle DL DL Figure Q2 All panes 4 m square Figure Q1 Question 2 Figure Q2 shows the connection between the gusset plate and a brace member, which is made of a single angle section 150 x 90 x 12 (S275) through a row of four M16 bolts at the short leg. The center-to-center spacing of bolts is 40mm. Determine the maximum design tension force for the brace

Answer 1

ad Fe y 1-70 mm. 59 6,995-kN utatanding,14 Ane 16mm

Le bu Outstandin - 150 --丈 12 m oulrtandling ut 150 40 x39 120 mm 25 40 40 4.0 1 2 120o y10 95.10. -1,25 X 250 pz 0,9510 1:25 607 28 kN 14

4-9 O-由 40-40-40ー 3 X125 -1,2 5 Atn y0mm 311. Tibb kra- 2 mim/596947, 607 28,370 886