The vertical member shown in Figure STCN17.02 consist of two angles welded to the 8-mm thick gusset plate. Given the following data: Angle size: 75 mm x 50 mm x 6 mm (long legs back-to-back) Area of one angle = 738 mm Size of weld = 6 mm Yield strength of steel, Fy = 248 MPa Allowable weld shear stress, F, = 124 MPa a = 25 mm a. Determine the safe capacity of the vertical member in kN. b. If P= 185 kN, determine the length of weld L2 (mm) such that each weld have equal shear stress. Neglect end returns. c. If L1 = 140 mm and L2 = 70 mm, determine the safe load P (kN) based on weld capacity assuming all welds have equal stress. AP L1 L2 3. The vertical member shown in Figure STCN17.02 consist of two angles welded to the 8-mmthick gusset plate.Given the following data:Angle size: 75 mm x 50 mm x 6 mm (long legs back-to-back)Area of one angle = 738 mmSize of weld = 6 mmYield strength of steel, Fy = 248 MPaAllowable weld shear stress, Fy = 124 MPaa = 25 mma. Determine the safe capacity of the vertical member in kN.b. If P = 185 kN, determine the length of weld L2 (mm) such that each weld have equal shearstress. Neglect end returns.c. If L1 = 140 mm and L2 = 70 mm, determine the safe load P (kN) based on weld capacityassuming all welds have equal stress.APL1

The given data is: Size of angle=75 mm*50 mm*6 mm The area of one angle=738 mm Size of weld=6 mm…

Engineering

Civil Engineering

The vertical member shown in Figure STCN17.02 consist of two angles welded to the 8-mm thick gusset plate. Given the following data: Angle size: 75 mm x 50 mm x 6 mm (long legs back-to-back) Area of one angle = 738 mm Size of weld = 6 mm Yield strength of steel, Fy = 248 MPa Allowable weld shear stress, F, = 124 MPa a = 25 mm a. Determine the safe capacity of the vertical member in kN. b. If P= 185 kN, determine the length of weld L2 (mm)

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.4.5P

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