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

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

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter8: Eccentric Connections

Section: Chapter Questions

Problem 8.5.2P

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