Subject : Design of steel and timber structure

7.3 a) b) Determine the leg size of the connection which is shown in Figure 7.36 below. Determine the adequacy of the welded connection if L is not to be welded and the size of weld is 4mm using Electrode 42. Li-25mm Note: All steels are grade S275 12mm thick gusset plate P=90kN 60 60 x 30 x 6L L2-65mm Figure 7.36 Weld subjected to tension force