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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2382ea63-1d49-479f-81af-16f842acce1c%2F388e6c6a-c4bb-4836-88a1-db46c1855efd%2Fz57gg0t_processed.jpeg&w=3840&q=75)
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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