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…

Answered: The vertical member shown in Figure…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Question

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-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, Fy = 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

Expert Solution

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions