4. A flanged bolt coupling consists of eight steel 20-mm voIs spaceuevenly around a bolt circle of300mm in diameter. Determine thetorque capacity of the coupling if the allowable shearing stress in thebolts is 40MP..Det the 4 ways to increareM3 HW 3the torque capacity to 24 KN-ma) no. d bofts) Ss d boltic) Dia of boltsd) Dia of belt eircle) change vn adMake sure thatorlyone aspect a

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Answered: 4. A flanged bolt coupling consists of…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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M3 SW #3 9ODN-m Treactoon Probz The compound shaft has a uniform Crocs sechonal area with the ginen Le ngth op each 75DN/. 1200N-m C 3.4m 15m 2.3m Hint: segment. Allow Torclonal Segment 'Stress 3 Dift diamater Usng the applied torque on the indicaled position,det. the safe dia df the shaft from stress analy sis AB GO MPA, 75 MPa 50 MPa' 70 Gfa 83GPA BC 28GP. CD + me Ans d the allow stress n each from Anqular segment u shoun t di amater depomito. the free end angular de formatun nlimited to 2.8°5
A flanged bolt coupling consist of six 10 mm. diameter steel bolts on a bolt circle 300 mm. in diameter, and four 10 mm. steel bolts on a bolt concentric bolt circle of 200 mm. in diameter. (a) Determine the torque applied (N-m) if the shearing stress is 60MPa in the bolts. (b) If the torque capacity increased to 8 kN-m, determine the number of bolts of 10 mm. diameter on the 300 mm. bolt circle of the coupling.
Test#1 -zzen-zax AlpQLSdM75VMOVqbMa1WtS9n99RYc6PifeGUTpVBOluyMUUVYQgqqA/formResponse YouTube Replace the three forces which act on the bent bar by a force-couple system at *.the support point A 2100 lb 4' 1500 lb •A B. 30° C. 2' •E. 800 lb 3' oogle
CH2-Hetant pa-Aote Acrobet Pro titended Ee Vien Decumem Comments Forme Tacs adanced wedew Hep 2/86 If the resultant of the loads shown passes through point B, determine the equivalent force-couple system at O. 45 kN 54 kN 1.2 m 0.9 m 0.9 m M 18 kN ahid ham
i li. In. N Q A (C 11:PP O HW4 modified03... -> Use the method .f sections to find the force the member s BD,CD,and EC Can 43m use the methed of Joints to 3 m/ 3m 3m 3m C 3m A check 140 kN 20 kN your results II March 25 af 12:00
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
10m Find all the greactiono of ithe Roll nlo - 2 gieen frame? MEMI B P= 1000 N 5m 260° 60° Roller joint
2 HN m 8.
10/... find the shear stress in bolts 5 1) 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM 110 MPa. 127 MPa. 509 MPa no one O 300 mm 8 mm
CHomework 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
Ez 11 Abeno with dimenyins b=300, deboomm,and h-7oo mm , with z8 MPu, Carries fuctor load 440KN ut mizspan. find the mue. s hear strensth of the couercte (Vc) at the first critical section for shear at a distance (d) from the suppert fesed sidgle concentrated (a) If adial forzes are Present (6) If axial compressior of 2 7o KN acts, and (() if axial tension A270 kN acts Compute Ve by both the mure su each Case, complea and Simplitied expressions af Ac I- cade. Neyleet the self-weighl of the beum. At the seetion corsideved, tensik reinforemcut consist of three No. 31) with tetul angas2457mm?
sitnation Ha A rigid bar, hinged at one end, is empported by two identical 'spnngs spring concists ž as turns 4 12-mm wire' having a mear diameter 4 150mm- Fird the maximum thearing streer in the springe "ard the setlement a the end 4 the beam. Use G=42GR ard Eg. 8-9. Each 2.5M 2.Sm 2.5mB 10 kg HWWWW

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