2 Specify the fillet welds required to develop the strength of theconnection as shown in Figure 6.21. State the maximum serviceload T permitted to be carried. The load is 90% live load and10% dead load. Specify the proper flux-electrode material usingthe submerged arc process.R-2 × 10

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Answered: 2 Specify the fillet welds required to…

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 8.4.8P: Use an elastic analysis and compute the extra load in the weld (in kips per inch of length) caused...

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Similar questions

Solve and determine the design strength of a 1 - in length of a 14- in fillet weld formed by the shielded metal arc process (SMAW) and E70 electrodes with a minimum tensile strength of 70ksi. Assume that the load is to applied parallel to the weld length.
What is the capacity of a 9 mm fillet weld of E70 electrode in a length of 250 mm? Fv = 0.3Fu Fu = 70ksi
(2) ? 10% 51 10" Determine the design strength for C-shaped welds. USE E70 electrodes and 5/16" weld. 5/16 " weld E10 Jae RU H21 b
Two steel plates, each 400mm wide and 12mm thick, are to be joined together by a lap splice (single). The electrode to be used for the weld has a nominal tensile strength of 550Mpa. Determine the following:a. the maximum weld size that can be usedb. effective net area of the fillet weld using the maximum weld size allowed by the manualc. the maximum load that can be resisted by the weld using the maximum weld size allowed by the manual.
Q- A fillet weld of size 6mm used to weld a plate of width 75mm to gusset plate to transfer a factored load of 120kN, assuming site weld and Fe410 steel, the length of each side of fillet weld (in mm) is (Assume that the welding is done along the width also on one side).
Two steel plates, each 400mm wide and 12mm thick, are to be joined together by a lap splice (single). The electrode to be used for the weld has a nominal tensile strength of 550Mpa. Determine the following:a. the maximum weld size that can be used;b. effective net area of the fillet weld using the maximum weld size allowed by the manual;c. the maximum load that can be resisted by the weld using the maximum weld size allowed by the manual.
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.
7
13) Determine the tensile capacity of the welded lap joint based on shear The 150 mm x 18 mm plate is welded to a 300 mm x 18 mm plate by a 10 mm fillet weld. The steel is A 36 and the electrode use was E capacity of the fillet weld. (ASD) (kN) 14) Determine the tensile capacity of the welded lap joint based on yielding 70 (SMAW) shielded metal arc welding. of the gross area of the plate. (LRFD) (kN) For welding: 15) Determine the tensile capacity of the welded lap joint based on yielding Fu = 918 MPa of the gross area of the plate. (ASD) (kN) For steel plate: Fy = 268 318 MG Fy = 300 mm x 18 mm 150 mm x 18 mm 150 mi 72.7 mm
Problem-7c.
Please urgent... Thank you advance
Design load: N=400kN, e=300mm Profile of the beam: 400×250×10×20 Steel Grade: Q235B| Electrode: E43 The weld leg size of the fillet weld at flanges: 8mm The weld leg size of the fillet weld at web: 6mm Please check whether the strength of the fillet welds meet the design requirement. e M N H H 20 360 20 K B 0.7h2 IL

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2 Specify the fillet welds required to develop the strength of the connection as shown in Figure 6.21. State the maximum service load T permitted to be carried. The load is 90% live load and 10% dead load. Specify the proper flux-electrode material using the submerged arc process. R-2 × 10