4 - The riveted type connection will be used to assemble the given steel members. Determine the safe load that a single rivet can carry. Consider only the effect of crushing stresses. (St-37, H) section a-a tas $17 P_ 8,5t (r.D.I -H) (S4.37) ɔ tont 401 60 daL 160.75.2 a) O 3,13 t 5)O 3,18 t 3,81 t d) O 5,48 t
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- 10/10 find the tensile stress in upper plate in section 3-3 1 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM ww 8 300 mm (2) -O- O 3)M3 HW 4 4. Six rivets are used in the connection shown in the REVISED PROBLEM: figure. If both P= 50 kN, what is the minimum diameter P- 50 rivet is necessary so as not to exceed the 70MPA allow shearing stress? What thickness of plate is required so as not to exceed a bearing stress of 140 MPa? 80 mm 80 mm Pe so 100 mmCHomework 9 Problem 8.16 2 of6 Review Consder the truss shown in (Eoum.1). Assume the mombern are pin connected at their end points. Take A200 mm and E-200 GPa for each member Previous Anewers v Correct - Part B Detemine the vertcal daplacement ofir C mesd doww Ue Catglanos hem Express your anewer te three geare ngures and ineude theppripriate unta Enter pove vathe displecement dowwand and negative value if the displacement upward. Figure 24 KN 12AN 50.22 mm PreAne heAn X meorect, Try Again Ned Provide Feedac
- 1- The bolted type connection will be used to assemble the given steel members. Determine the safe load that a single turned bolt can carry. Consider only the effect of shear stresses. (St-37, H) t= 20 # ##* JL 90.90.9 40 50 315 9,96 t 9,04 t 9,40 t 9,70 tSelect an American Standard Channel shape for the following tensile loads: dead load = 54 kips, live load = 80 kips, and wind load = 75 kips. The connection will be with longitudinal welds. Use an estimated shear lag factor of U = 0.85. (In a practical design, once the member was selected and the connection designed, the value of U would be computed and the member design could be revised if necessary.) The length is 17.5 ft. Use Fy=50 ksi and Fu=65 ksi. a. Use LRFD. b. Use ASD.7. The bracket shown is welded on one side of a steel column with 800mm of 6mm fillet weld. Determine the maximum shear stress on the weld. If the allowable stress si 400 MPa what is the allowable load that the connection can carry? 44 kN 300 mm F.W. ON NEAR SIDE F.W. ON FAR SIDE F.W. ON FAR SIDE F.W. ON NEAR SIDE 200 mm 200 mm
- 10/- find the bearing stress between bolts and plate 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM 125 MPa 12.5 MPа О 250 MPа no one O 8 mm 300mm 3. 4) -O--O O 5,REVISED PROBLEM: M3 HW 4 4. Six rivets are used in the connection shown in the figure. If both P = 50 kN, what is the minimum diameter P- 50 rivet is necessary so as not to exceed the 70MPA allow shearing stress? What thickness of plate is required so as not to exceed a bearing stress of 140 MPa? 80 mm 80 mm Peso 100 mDetermine the maximum service load P that can be resisted safely by the welded connection shown. Use ASD. E80 10 150 300 K. 200
- US ING METHOP OF SECION, SOLVE FOR THE FØRCES ActiNG ON MEMBERS WHETHER TENSION OR OM PRESSION. CNOE: ROUND-OFP TO 3 DEUMAL PACES POR PINAL ANSWERS) BD, BE AND Œ, INDICATE P3 > ROUER GIVEN : P2 R= 3KN Pz = 8 KN P3 = AKH 49,50° HÍNGE UNKNOWNS : Rox, Rey , REX, BD, BE & LE, I. Sm 1.50m• 4. A flanged bolt coupling consists of eight steel 20-mm voits spaceu evenly around a bolt circle of300mm in diameter. Determine the torque capacity of the coupling it the allowable shearing stress in the bolts is 40MPa. Det the 4 ways to increace M3 HW 3 the torque capacity to 24 KN-m a) no. d bolts ) Ss d bolt: c) Dia of bolts Make sure that only one aspect i d) Dia of belt eircle) change vnad change vn adQuestion 3 Determine the capacity of plate as well as below connection based on Balts (4) in the below Following reactions :- 7 11 A325, $4 þ Bolts use! Use: AISC manual U Moment = 10 kip-67 2 kip (2) Shear (3) Axial 2 kip رب Ź Plate (A 36) 10 " x 10" x ≤ 11 8 HSS. их их nxuxt 4 H² 7