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 F 100 mm 2P L 30 O 200 mm I.S.H.B. 300 @576.8 N/m Fig. Ex. 10.9 75 mm

Structural Analysis
6th Edition
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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
X
T
100 mm
F
100 mm
2P
200 mm
I.S.H.B. 300
@576.8 N/m
Fig. Ex. 10.9
75 mm
Transcribed Image Text: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 X T 100 mm F 100 mm 2P 200 mm I.S.H.B. 300 @576.8 N/m Fig. Ex. 10.9 75 mm
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