5- A lag screw connection is shown in the figure. Calculate the tensile force in the top lag screw. SING LA 4 RE CO 289
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- The following image shows a front and side view of the column connection. The bolts have a diameter of ¾”. The W12X65 profile has a thickness of 0.605”. Determine:a. The shear stress in the bolts.b. The axial stress in the bolts.c. The support stress in the W12X65 profile.snipDetermine the resultant load on the most stressed bolt in the eccentrically loaded connections shown, using the elastic method.
- Calculate the maximum shear force in the welds in the given figure. P=160kN X = 150mm y= 125mm z=70mm 4 Y NA 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.If you don't know the solution please leave it but don't copy from other websites solution
- The 1 x 6 plate shown in Fig. 3.13 is connected to a 1 x 10 in plate with longitudinal fillet welds to transfer a tensile load. Determine the LRFD design tensile strength and the ASD allowable tensile strength of the member if Fy = 50 ksi and Fu = 65 ksi.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 mmThe 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.
- Find the stress in each rods. The 300 mm x 300 mm santrir m 2 m P-30 kN Steel L-0.5m E-200 GP A-500 m 1.5m Bronze L-2m E-70 GPa A-300 mm²ACTIVITY The figure shows a roof truss and the detail of the connection at joint B. Members BC and BE are angle sections with thickness shown in the figure. The working stresses are 70MPa for shear in rivet and 140MPa for bearing stress due to the rivets. How many 19-mm diameter rivets are required to fasten the said members to the gusset plate? K.R.R.P. wwwwwwww 00 400 4m B 3m C 96KN 4m 6m 200KN E Am 3m F 96KN 4m H DETAIL OF JOINT B 75X75X6 mm ------------- · ET---- I 14 mm thick GUSSET PLATE P BC 75X75X13 mm P BEDetermine the design tensile strength of plate (200x8 mm) connected to 10-mm thick gusset using 20 mm bolts as shown in the figure, if the yield and the ultimate stress of the steel used are 250 MPa and 410 MPa, respectively. Add 1mm around the bolt for the hole. Use LRFD method. Plate 8-mm thick 2 3 40+ 30 301 T 200 mm Gusset 10-mm thick 3af 30 2_3 *40 40+ 50,54 +40