A bracket plate is used to transfer the reaction of a beam to a column flange as shown in Fig. Ex. 10.9. The bracket plate is connected to the column flange by a 6 mm fillet weld. Compute the maximum load that can be placed over the bracket plates at a distance of 75 mm from the flange of the column section. P 75 mm XK T 100 mm O 100 mm 2P I 200 mm I.S.H.B. 300 @ 576.8 N/m Fig. Ex. 10.9 75 mm
A bracket plate is used to transfer the reaction of a beam to a column flange as shown in Fig. Ex. 10.9. The bracket plate is connected to the column flange by a 6 mm fillet weld. Compute the maximum load that can be placed over the bracket plates at a distance of 75 mm from the flange of the column section. P 75 mm XK T 100 mm O 100 mm 2P I 200 mm I.S.H.B. 300 @ 576.8 N/m Fig. Ex. 10.9 75 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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