The flange and web plates of the doubly symmetric built-up section are connected by continuous 10 mm thick fillet welds as shown in the figure (not drawn to the scale). The moment of inertia of the section about its principal axis X--X is 7.73 x 106 mm4. The permissible shear stress in the fillet welds is 100 N/mm2. The design shear strength of the section is governed by the capacity of the fillet welds. 100 mm Tro mm X--- 10 mm Fillet weld (typical) The maximum shear force (in kN, round of to one decimal place) that can be carried by the section, is 120 mm

The flange and web plates of the doubly symmetric built-up section are connected by continuous 10 mm thick fillet welds as shown in the figure (not drawn to the scale). The moment of inertia of the section about its principal axis X--X is 7.73 x 106 mm4. The permissible shear stress in the fillet welds is 100 N/mm2. The design shear strength of the section is governed by the capacity of the fillet welds. 100 mm Tro mm X--- 10 mm Fillet weld (typical) The maximum shear force (in kN, round of to one decimal place) that can be carried by the section, is 120 mm

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

Similar questions

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 mm
The maximum resultant stress (in MPa, round off to 1 decimal place) on the fillet weld along the vertical plane would be
A plate with width of 300mm and thickness of 20mm is to be connected between two plates 12mm thick with same width by 4-25mm diameter rivets a shown. The rivet holes have a diameter 2mm larger than the rivet diameter. The plate is A36 steel with yield strength Fy=248 Mpa and Fu-400MPa. The rivets have nominal shear stress capacity of 165MPa. O 803 O 1490 • Determine maximum load (P1) that can be applied without exceeding design tensile stress in plates (consider yielding and rupture of plates ONLY) in KN O 1180 O 1340 ο ο ο ο ο P3 O 1968 O 590 O 670 O 893 O 707 OO 150 O 1180 P1 P2
Are you able to solve this for me please ? Bit confused about the question.
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
A circular plate 100 mm diameter is welded to another plate by means of 6 mm fillet weid If the permissible shearing stress in the weld equals 10 kg/mm2, then the greatest twisting moment that can be resisted by the weld will be (b) 300 kg-m (a) 424 kg-m (c) 212kg-m (d) 60 kg-m
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
The gusset is riveted to a larger plate by 4 – 22mm rivets in single shear arranged andloaded as shown. Calculate the stress in the most heavily loaded rivet.
A channel-section has the dimensions as shown. 3) Consider a cantilevered beam subjected to an end force P. Cr (a) if cross L = 100 cm ction in is used determine its normal stress 2 2ºM 8⁰m 2cm
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…
Solve a 100 x 100 x 10mm angle is to be welded to a gusset plate shown. The angle carries a load of 185 kN applied along its centroidal axis. The maximum size of fillet weld that can be used in 8mm and the allowable shear stress of 94 MPa. Determine the lengths of the side fillet welds if a transverse fillet weld is added at the end of the angle. 71 mm 185 KN 29 mm
Please solve asap