A 40-126 20 135N Two weight kss members Carry Load of 135N. It member BC is
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- 2-Analyze the fllweing beam by nsing ultimate Strenpth methad, found matimam talua fload cPolappliedon thhe edge of ahtilever. As=4+20mm te=21MPaty=420 MPa Po -4420 3.0m2-Analyze the fallawering beam Strensth methad, found matiman tolua ofload cPo)applieden thhe edge of ahtilever. b=300 Mmghaboom by usiny ultimnte As=4+20mm -4420 3.0m2- A 2m COPPER BAR SUBJECTEO TO A TENSILE IS SUSPENDED FROM A LOAD IBO KN SUPPORTED BY TWO IDENTICAL PIN THAT S pOSIS AS SHON OF THE LOWER AFPLIED TENSILE POSTS SUPPORT THE STEEL DETERMINE THE TOTAL DEFORMATION END OF THE LOAD HINT: NOTE THAT THE STEEL PIN WHERE THE COFPER BAR IS ATTACHED. COPPER BAR DUE TO STEEL POST L=0.5m A= 4500mm E- 200GPA COPFER BAR L- am A= 4800 Mn E- l20 GPa 180KN
- x Determin the design Compressive 12-5 Strength of the Cross- sectiona Column shown with unbraced length kala= 35m, Kyly=2m A-118:75 I= 10872 Iy= 3799 J-247 8a e =4.13 c ? J= 247-8 %3D Tu = 9.57 C 5.746 E=2-1x5.1.20 The truss shown in the figure con- sists of-4 bays of 'K' structure. Each bay has 2 m long horizontal and two 2 m long vertical bars. Find the tensions in rods DE and DG. D G J M B E H K F NO 2KN 2KN 2 KN Filenamepllignre5-1-truu7 Problem 5.1.20Test#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
- stress Determine the Maximum Normal S deviloped in the bar bth at the crom section Containing the hole and at the cross sechion Gntaiming the fillets when it's subjected to a tension of P. tam Wom O while: P- 30 KN W= 52 mm t- 4 mm he 24 mm ww 7F de 22 mm k: 90 mm S: Li4 mmExomple A bridge designer is facing a challenge Aub opfions ace Froposed and the designer is gping to compare those, The Hask 15 a two Spons beam Colaulate the Force Fand the marimun bending monent for both apfions beam is EI dikolacement bA the Compare reslts The bendiag shffess of he A4 4/2 L12 大De term ine the kin d and am ount of stress in e ach mem ber of the truss shown by the method of jo in ts in figure P 5-2 (page 76).- 1000lb 1000lb 1000lb 1000Ib 1000 Ib U. h = 20 ft 500lb 500 Ib L. L. RAV 6 pane ls at 10' - 6 ft RBy Note: 1. F o llo w strictly the lecture notes g iv en. Draw the FBD of e ach jo in t 2. Sum m a rize and tabu la te your answers. 3. Compu te the bar forces up to member U,L3 on ly because the truss lo a d in g is sym metric aland the bar forces of right sid e members are id en tic al w ith th e left s ide members. But you in c lu de th e rig ht sid e mem bers in have to the tabu la tion. 4. Show the com puta tio n ho w the leng th s were obta in ed. 5. Look for your own data in the table provided. 6. Copy the problem , data of problem and fig ure of the proble m TABULAT ION FOR SUMMAR Y OF COMPUTATION OF BAR FORCES METHOD OF JOINTS (PROBLEM P5-2 PAGE 76) Mem ber Identification Length Bar Forc e Туре of ft Ib force LOL1 10 3750 Tensio n L1L 2 10 Tension…
- Ro blem 2 20" го Given Base Rate A36 (Fye36 Ksi) WI2X5 20" B= N= 20 in t= 17/2" W 12 x 50 (de12.2", bf: 8.08 in) fc: 5 ksi A= A2 Determine the max Tu that Can be applied to this base Plate ? biet: ) determine u banaal on A, (2) Chorse the Smaller af tw valus8. H / The beam shown below has across seclion of channel Shape with width 360mm.and haghs h= loomm, the web thickness ist= 14mm.Deler- Mine ihe Max imum tensile aud Compressive stressin the beam due to unifom Load? 360Mm 3.6KN/M 14m tiom Please Sir 5T CASIC f-991ES PL DATURAL u CALC (-)Qi: find dif fCx2) = メy? メ々 ye! Jydx す