FIGURE 4 is a sketch from the engineer of a connection to be used for a...

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FIGURE 4 is a sketch from the engineer of a connection to be used for a steel frame The tie beam is a 150 x 150 x 10 angle and the struts 100 x 100 x 15 The tie beam is bolted with five M24 bolts to a 10 mm gusset plate The bolts are placed at the recommended bolt prtches and end distances The struts are welded to the gusset plate with 6 mm welding, 300 mm long on each sıde of the angle You are required to draw this connection to a scale of 1 5 60° 60° FIGURE 4 [33] FIGURE 4 is a sketch from the engineer of a connection to be used for a steel frame The tie beam is a 150 x 150 x 10 angle and the struts 100 x 100 x 15 The tie beam is bolted with five M24 bolts to a 10 mm gusset plate The bolts are placed at the recommended bolt prtches and end distances The struts are welded to the gusset plate with 6 mm welding, 300 mm long on each sıde of the angle You are required to draw this connection to a scale of 1 5 60° 60° FIGURE 4 [33]