A welded bracket connection shown below carries a load P. If the thickness of the weld is 8 mm. If P = 180 kN, refer to SD-004 calculate the ff. a. The reaction of point B (in N/mm) b. Compute the maximum shearing stress of the weld. Compute the shearing stress at point C (in MPa) C.

A welded bracket connection shown below carries a load P. If the thickness of the weld is 8 mm. If P = 180 kN, refer to SD-004 calculate the ff. a. The reaction of point B (in N/mm) b. Compute the maximum shearing stress of the weld. Compute the shearing stress at point C (in MPa) C.

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

See similar textbooks

Related questions

Q: What the deviator stress?

A: The deviator stress can be defined as it is the difference between the principal major and minor…

Q: Use the unit load method to calculate the vertical displacements at the quarter and mid-span points…

A: The given figure is shown below:

Q: What is Dimensional Lumber often used for in construction projects?

A: Dimensional lumber is a wood lumber that is cut to pre defined standard sizes These are structural…

Q: Define Vertical Stresses.

A: The total vertical stress acting at a point below the surface of the ground is due to the weight of…

Q: -Q2.23-. A cantilever beam shown is reinforced with 7- 25 mmø at the top and 4- 16 mmø at the…

A: db (diameter of tie bars) = 12mm C.C (clear cover) = 50mm Lets C.S be clear spacing between…

Q: 250mm 250mm Reinforcing Bars

A: Given:-size-250mm x 250mmload =400kNallowable stress=8MPa for concrete and 150MPa for…

Q: Method of joints. AB, BD, BC

A: To find force in member AB,BD,BC

Q: Manage View Environments Collaborate Chamfer A A Text Leader Text Punch Bend Notes Text 5 LBS…

Q: = What is the gage pressure [in psi]... Water Air Oil (SG=0.8)

A: Given:Required:Gage pressure at bottom of tankGage pressure in the air zone in the container

Concept explainers

Connections

In steel structures, connections are the members that join two or more steel members. The connections are the most important members of any steel structure, and hence, they are designed more carefully. The majority of the construction cost of steel structures is incurred due to the connections. The design of connections is done as per the recommendations and specifications of the American Institute of Steel Construction (AISC).

Question

please write in detailed solution. Use asd

A welded bracket connection shown below carries a load P. If the thickness of the weld is 8 mm.
If P = 180 kN, refer to SD-004 calculate the ff.
a. The reaction of point B (in N/mm)
b. Compute the maximum shearing stress of the weld.
Compute the shearing stress at point C (in MPa)
C.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1: Given

Step 2: Solution-a

Step 3: Solution -b

Step 4: Solution -C

Solution

Step by step

Solved in 5 steps

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

Use an elastic analysis and determine the maximum load in the weld (in kips per inch of length).
A welded bracket connection is shown in figure. It supports a factored load of 150 kN at a distance of 120 mm from the face of column. Design the fillet weld on two sides. Grade of steel = Fe410, f. = 250 MPa. y 120 mm P₁ = 150 kN Fillet weld t = 12 mm
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 4 100mm 55mm 150mm 55mm 110mm 3
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.
Draw Problem 3 The steel (E = 30,000 ksi and v = 0.30) cylindrical tank shown below is fabricated from spirally wrapped metal plates that are welded at the seams in the orientation shown. The 55° line is perpendicular to the weld line, so the weld makes an angle of 35° with the x axis. The tank has an inside diameter of 60 in. and a wall thickness of 0.375 in. The internal is 250 psi. Determine the following quantities for the cylindrical portion of the tank: a) The circumferential stress. b) The strain in the circumferential direction. c) The maximum in-plane shear stress. d) The normal stress and shear stress on the weld plane. pressure
Problem 2: The 16 mm - thick rectangular plate shown is to be connected to a gusset plate with w = 6.35 mm SMAW fillet welds. E70 electrodes are used. Calculate (kN) the design and allowable strength of the connection based on the strength of the welds. Use a = 75 mm, b = 50 mm, c = 150 mm, d = 100 mm. P a b a W Gussetplate ·c+d PL
a. Determine the design strength of a 1-in length of a 1/4-in fillet weld formed by the shielded metal arc process (SMAW) and E70 electrodes with a minimum tensile strength FEXX = 70 ksi. Assume that load is to be applied parallel to the weld length.b. Repeat part (a) if the weld is 20 in long.c. Repeat part (a) if the weld is 30 in long.
The steel shafts are connected together using a fillet weld as shown in the figure below. (Figure 1) Figure ▾ art A Tavg for Part A for Part 12 mm Value T= 60 N-m 50 mm- Determine the average shear stress in the weld along section a-a if the torque applied to the shafts is T = 63 N-m. Note: The critical section where the weld fails is along section a-s. Express your answer to three significant figures and include the appropriate units. Units 12 mm 1 12 mm 12 mm a do for Part 1 of 1 redo for Part A reset for Part A keyboard shortcuts for Part A help for Part A
The steel shafts are connected together using a fillet weld as shown in the figure below. (Figure 1) Figure Part A 12 mm Tavg 1.229 -50 mm на фра рабо T=60 N·m MPa Determine the average shear stress in the weld along section a-a if the torque applied to the shafts is T = 63 N. m. Note: The critical section where the weld fails is along section a-a. Express your answer to three significant figures and include the appropriate units. Submit Previous Answers Request Answer 12 mm ? 12 mm a 12 mm * Incorrect; Try Again; 24 attempts remaining 1 of 1
4.) A 150 x 90 x 12 angular section is welded to a gusset plate as shown in the figure. The angle is A36 steel with FY=248 MPa. The weld is E 80 electrode with Fu = 550 MPa. The allowable tensile stress for the angle is 0.6Fy and the allowable shear stress for the weld is 0.3Fu. The Area of the angular section is 2751 sq.mm. with y=51mm. CS 56 Which of the following most nearly gives the design force P? a.) 400,365.9 N b.) 409,348.8 N c.) 412,793.5 N d.) 420,366.6 N 5.) A W350 x 90 steel is used as a simply supported beam 8m long. The beam carries three equal concentrated loads at every quarter points. It also carries a uniform dead load o 5 kn/m (including its own weight) and a uniform live load of 7.20 kn/m. Properties of W 350 x 90 steel: bf = 250 mm The allowable bending stress is 0.66Fy. The allowable shear stress is 0.40Fy. The allowable deflection is L/360. Use Fx=248 Mpa and E=200 Gpa. tf = 16.40 mm V d = 350 mm Determine the maximum value of each concentrated load based on…
Steel Structures
Compute the size of fillet weld for a bracket connection with ISMB 300 column as shown in figure. Permissible shear stress in weld = 110 MPa. %3D 425 mm 100 kN 300 Single 12 mm plate 250 mm