A double U-shaped butt weld is to connect two plates 200 mm (d) x 20 mm (b), as shown in the given figure. Wh is the stress developed in the weld if it is subjected to a moment of 10000 kN-mm? d=200 mm festbook b=20mm
Q: Calculate the maximum shear force in the welds and the required weld size in the given figure. Where…
A: Given that :-A weld structure is given in the question with following specifications :P = 50 kNX =…
Q: The five-bolt connection must support an applied load of P = 149 kips. If the average shear stress…
A:
Q: Q- What is the nearest magnitude of strength of a 6 mm fillet weld of 100 mm length made between two…
A: Given data: A 6 mm fillet weld of 100 mm length. Made between two flats each 10 mm thick. The…
Q: The steel shafts are connected together using a fillet weld as shown in the figure below. (Figure 1)…
A: Applied Torque= 63 N-m Critical section is along a-a
Q: Two plates of Steel A72 Gr 50 are connected with each as shown in Figure 5. E70XX Electrodes were…
A: Given:- Steel A72Gr500 fillet weld=7/16 To find:- design strength by LRFD and ASD
Q: hexagonnal head 60 mm threads bolt diameter @ threads 32 mm bolt diameter - 38 mm T=80 kN Calculate…
A: We have to determine the value of tensile stress in the body of the bolt and tensile stress at the…
Q: An aluminum alloy [E = 10,000 ksi; Oy = 40 ksi] pipe (1) is connected to a bronze [E = 16,000 ksi;…
A:
Q: An aluminum alloy [E = 10,000 ksi; Oy= 40 ksi] pipe (1) is connected to a bronze [E = 16,000 ksi; Oy…
A:
Q: For the given riveted connection shown, having the allowable stresses: Fy = 248 MPa Fy = 150 MPa…
A:
Q: Determine the tensile strength of the welded A992 WT4×20. WT4 × 20 PL - Transverse weld
A: Given:- The steel section used = WT 4×20 The steel used = A992 To determine:- The tensile strength…
Q: Using a lug angle, design a suitable riveted end connection for an angle ISA 100100,12 mm thick to…
A: Steel structures are formed by connecting available standard sections. Connections form an important…
Q: An aluminum alloy [E = 10,000 ksi; oy = 40 ksi] pipe (1) is connected to a bronze [E = 16,000 ksi;…
A:
Q: The flange and web plates of the doubly symmetric built-up section are connected by continuous 10 mm…
A: Given data- weld size=10 mmMOI=7.73×106 mm4
Q: A L 3 x 2 x ¼ is connected to a gusset plate via six bolts. The nominal diameter of the bolt is 0.25…
A: Tensile strength: Tensile strength is the maximum stress that a material withstands without breaking…
Q: Solve a 100 x 100 x 10mm angle is to be welded to a gusset plate shown. The angle carries a load of…
A: Given strength of fillet weld 94 mpa Size of fillet weld = 8 mpa Load to be carried = 185 kn
Q: The pin in the image shown below must transfer an axial tension force of 12.7 kN. Calculate the…
A: First we need to find the value of yield strength using steel through internet.
Q: Q-A 16 mm thick gusset plate is connected to the 12mm thick flange plate of an I-section using…
A:
Q: The area of the double angle shown is Ag = 5.6 in2. Each angle has a thickness t = 0.25 in. Given U…
A: Double Angle Tension Member Total Gross Area, Ag=5.6 in2 Thickness of angle, t=0.25 in Reduction…
Q: A tension plate shown below is used to support suspended load "T". Gusset Plate Fy = 248 MPa Fu =…
A:
Q: FIGURE P1.38/39 P1.39 WP Two aluminum plates, each having a width b = 5.0 in. and a thickness t =…
A: width b = 5 inthickness t = 0.75 ina= 2 inTo find:The largest axial load P that can be applied to…
Q: Calculate the maximum shear force in the welds in the given figure. P=160KN X = 150mm y= 125mm…
A:
Q: 3 A plate is connected to the flange of an ISMB as shown. The factored load is 100 kN. Find the size…
A:
Q: The pressure tank shown is fabricated from spirally-wrapped metal plates that are welded at the…
A:
Q: 2m 3m 6o kN usmm 15mm banze rod,
A:
Q: Design a fillet welded joint to join two plates each of thickness 10 mm and 250 mm width for 100%…
A:
Q: An aluminum alloy [E = 10,000 ksi; Oy = 40 ksi] pipe (1) is connected to a bronze [E = 16,000 ksi;…
A:
Q: A tension plate shown below is used to support suspended load "T". Gusset Plate- Fy = 248 MPa Fu =…
A: Given;
Q: A flat bar used as a tension member is connected to a gusset plate. Size of weld is 6 mm, with an…
A:
Q: A double U-shaped butt weld is to connect two plates 200 mm (d) × 20 mm (b), as shown in the given…
A: Given: A double U-shaped butt weld is connecting two plates of dimension, b=20 mmd=200 mm Moment =…
Q: Situation 8: For the connection shown in the figure. Pu = 80 KN, x1 = 200, x2 = 100, y1= 50, y2 = y3…
A:
Q: Determine maximum load (P1) that can be applied without exceeding design tensile stress in plates
A: Solution: allowable tensile stress F1 = 0.6 Fy = 0.6 x 248 = 149 Mpa P = FtAn An =…
Q: The equivalent stress for welding in given bracket connections would be if t = 5mm e i.e. Effective…
A: Effective throat thickness of weld te=5 mm,Fe410 steel & shop welding case,To Find-The value of…
Q: For the given riveted connection shown, having the allowable stresses: Fy= 248 MPa, F, = 150 MPa…
A: Given data -b = 300 mmd = 20 mmFy = 248 MPaFv =150 MPaFind out -(1)Compute the diameter of rivets…
Q: The given plate below with width of 200 mm and thickness of 16 mm is to be connected to two plates…
A: A riveted steel link is produced by drilling holes through the thickness of both components, passing…
Q: with the same distribu pattern. y express the lets. 8 Weld (C) Now, we weld the two sections to form…
A:
Q: determine the minimum bolt diameter
A: Given data:P=230 KN or 230×103NAverage shear stress,τavg=125 MPa or 125 N/mm2
Q: Please solve for the value of P
A:
Q: Solve and determine the design strength of a 1 - in length of a 14- in fillet weld formed by the…
A: Given, size of weld =1 inlength of weld = 14 inTensile strenght, FEXX= 70ksi
Q: Two triangular plates are welded together and subsequently subjected to a stress state as shown…
A: solution Given stress in x direction σx=3.5Kpa stress in y direction σy=2.5Kpa shear stress…
Q: and L = ( 6.5 + 1.5b) inches. Determine the design strength oR, for the concentrically loaded weld…
A: Fillet weld: - It is defined as the process in which two metal pieces join together perpendicularly…
Q: True or FALSE ?? In the analysis of line welds, the variable Ju has dimensions of length cubed
A: For analysis of line welds loaded in torsion, the quantity Ju is used, which is the unit second…
Q: The bolted connection shown must support an applied load of P = 5300 kN. The average shear stress in…
A: The values and diagram given in the question are as follows: Applied load(P)=5300 kN or 5300*103 N…
Step by step
Solved in 3 steps with 5 images
- A double U-shaped butt weld is to connect two plates 200 mm (d) × 20 mm (b), as shown in the given figure. What is the stress developed in the weld if it is subjected to a moment of 10000 kN-mm? d=200 mm b=20mmA 100 x 100 x 10 mm angle is to be welded to a gusset plate. The angle carries a load of 200 kN applied along its centroidal axis which is 28.7 mm above the short leg as shown in the figure. Use an 8 mm fillet weld with a minimum tensile strength Fu = 483.33 MPa. Determine the length of a transverse fillet weld along the edge of the angle in order to avoid eccentricity of loading. Determine the length of side fillet weld required at the heel. Determine the length of side fillet weld required at the toe.7
- 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…A rectangular plate of dimensions 100 mm x 250 mm is formed by welding two triangular plates (see the figure). The plate is subjected to a compressive stress of 2.5 MPa in the long direction and a tensile stress of 12.0 MPa in the short direction. 12.0 MPa Weld 250 mm- 100 mm 2.5 MPa (a) Determine the normal stress o, acting perpendicular to the line of the weld. (Assume that the normal stress a, is positive when it acts in tension against the weld.) Round to one decimal place. MPa (b) Determine the shear stress T acting parallel to the weld. (Assume that the shear stress T, is positive when it acts counterclockwise against the weld.) Round to one decimal place. T = MPaTwo plates are proposed to be jointed by welding as shown in the figure. Determine the size and length of the weld required to develop the full strength of the smaller plate which is 8 cm x 1.2 cm. Assume permissible tension in plate is 1500 kg/cm? and permissible shear in fillet weld is 1025 kg/cm. 8 cm) 12 cm
- b. The gusset plate shown in Figure 10 is welded to a vertical member. The gusset plate carries a load of 250 kN acting at a distance of 250 mm from the closest edge of the weld. The weld around the gusset plate is completed in two 140 mm horizontal portions and one 320 mm vertical portion. If the maximum allowable shear stress of the weld is 200 N/mm², detemine the minimum thickness of the weld required. In calculations, the second and higher order terms of the weld thickness for second moment of area calculations may be neglected. 250 kN 140 mm 250mm 140 mm Figure 10 320 mmTwo aluminum plates, each having a width b = 7.5” and thickness t = 2”, are welded together as shown in the figure. Assume that a = 5.0”. Specifications require that the normal and shear stress magnitudes acting in the weld material may not exceed 40 ksi and 25 ksi, respectively.S Example 8.7 An ISA 200x100x10 angle LO 3 is welded to a steel plate by means of fillet welds as shown in Fig. 8.17. The angle is subjected to a static force of 150 kN and the permissible shear stress for the weld is 70 N/mm². Determine the lengths of weld at the top and bottom. 1₁ 150 kN TAILL Y2 200 12 - IG 100- 12 71.8 150 KN -10
- What is the safe strength of a 5/16 in. fillet weld if it's actual length is 3 1/2 in. and the allowable unit stress in shear is 13,600 psi? A. 8650 lb B. 9420 lb C. 10,500 lb D. 11,800 lbSituation 5. The angular section shown below is welded to a 12 mm gusset plate. Both materials are A36 steel with Fy = 250 MPa. The allowable tensile stress is 0.6Fy. The weld is E80 Electrode and 12 mm thickness. INNOVATIONS Properties of L 150x90x12: y = 50 shear stress of weld = 0.3Fu A = 2750 Allowable REVIEW INNOVATIE a K ➜ www A. 234 KN B. 349 KN b 13. What is the value of P without exceeding the allowable tensile the angle? C. 382 kN p. 413 kN 14. Find required length of the weld based on shear? A. 280 mm C. 300 mm D. 380 mm B. 320 mm 15. Find the required value of a? A. 108 mm B. 97.9 mm D. 185 mm NEW INNOVATIONS REVIEW INNOVATIOf REVIEW NEW INNOVATIONSTHEORY OF STRUCTURES