Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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A tension member splice is made with 3/16-inch E70 fillet welds as shown in the figure. Each side of the splice is welded as shown. The inner member is a PL 1/2x6 and each outer member is a PL 5/16x3. All steel is A36. Determine the maximum service load, P, that can be applied if the live load to dead load ratio is 3. Use LRFD. Note: You do not need to check the block shear failure mode (this was discussed in CAE 303 for welds) as you can assume that while it can occur, it will not govern.
Transcribed Image Text:PA
PL ½ x 6
|3"
3″
2 PL ¾/16 x 3
P
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- 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.arrow_forwardPlease Use LRFD * ASD!arrow_forwardIf the structural frame is replaced to structural steel and the connections is to be designed, determine the following Determine the centroid of the weld measured from the given origin A. Determine the direct shear load in the welds. Determine the required size of the fillet weld(E60xx) if the maximum resultant load is 750,000 N/mmarrow_forward
- See the image. Two steel plates are welded together. The thickness of the bottom plate is 10mm and the thickness of the top plate is 8mm. What is the maximum and minimum sizes of the weld.arrow_forwardA tension member splice is made with 14-inch E70 fillet welds as shown in Figure 5. Each side of the splice is welded as shown. All steel is A36. Determine the maximum service load, P, that can be applied if the live load to dead load ratio is 1.5. Note: Assume that the base metal shear strength is adequate (check the yielding strength for the gross area, fracture strength for the effective net area, weld strength and block shear strength). PL 5/8x8 4 in. Figure 5 2 PL 7/16x4arrow_forward
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