Plate is connected to the column using fillet welds as shown. The size of weld is 12 mm. Determine the following: Locate the center of gravity of the weld group from the vertical part of the weld. Stress due to moment. Max stress due to combined moment and load. 100KN 100mm 3 55mm 150mm I 55mm 110mm

Plate is connected to the column using fillet welds as shown. The size of weld is 12 mm. Determine the following: Locate the center of gravity of the weld group from the vertical part of the weld. Stress due to moment. Max stress due to combined moment and load. 100KN 100mm 3 55mm 150mm I 55mm 110mm

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 8.5.5P

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A plate is connected to the column using fillet welds as shown. The size of weld is 8 mm. Determine the following: a. Shear stress due to load alone b. Shear stress due to moment c. Maximum shear stress.
Determine the lengths of the side fillet welds required at the heel and toe of the angle shown. Allowable shearing stress through the throat of each weld is 124 MPa. L 150 x 150 x 13 L1 P1 108 T= 250 kN 42 13 150 mm P2+ L2 gusset plate 150
Please answer on the attached image
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Topic:Welded Connection - Civil Engineering -Steel Design *Use latest NSCP/NSCP 2015 formula to solve this problem *Please use hand written to solve this problem A plate is attached to the frame of a machine by side fillet welds as shown in the figure. Determine the size of the welds to resist a vertical load of 150 kN. Assume that the allowable shearing stress at the throats of the weld is 145 MPa.
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Please answer the problem attached image.(using Nscp 2015) thank you