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 the flange of the column sectione placed over the bracket plates at a distance of 75 mm from IS Code use 0808 Po X T 8.0x900mmx so 12008000.0) 100 mm 01x2P 200 mm Direct Shear stress du 75 mm I.S.H.B. 300 @576.8 N/m Fig. Ex. 10.9 801 = 9²01 75 mm

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
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.
MOTO
IS Code
0808
15
00.00-00%
P
Fra 201
HX
T
mm
8.0x1200x 150
718008000.0)
100 mm
I
14-01X2P 9
200 mm
901022
020A
75 mm
O
75 mm
EVETETTON
I.S.H.B. 300
@576.8 N/m
Fig. Ex. 10.9
801 =9
110x1
G
was
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. MOTO IS Code 0808 15 00.00-00% P Fra 201 HX T mm 8.0x1200x 150 718008000.0) 100 mm I 14-01X2P 9 200 mm 901022 020A 75 mm O 75 mm EVETETTON I.S.H.B. 300 @576.8 N/m Fig. Ex. 10.9 801 =9 110x1 G was
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