2-A teel pod is sfreteked between fwo rigid walls ard carries a tensile Coad f GO00N at C.f the allowable Stress is not to excred 130 MPa at-oyC, what is the minimum diameter f the nd? acsume a17(16)mhc ard t= J00 GPa. figure: ST 8. L
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- Which of the following DO NOT match? O Plastic Moment --- FyZ O Long Column -- Fcr = 0.658^(Fy/Fe)[Fy] O Beam Strength --- OMn O Allowable Load --- Rn/2kiv 01 A E = 200 GPA deformation BC deformationn AB total defomatiom of ABCD 5.34 mm O -5.34 mm O -0.88 mm 0.67 mm -1 mm O-3.5 mm 3.5 mm --0.75 mm O -7.11 mm 2m 20 sq mm 3 KN 2m 40 sq mm C 1.5 m 80 sq mm qkNNFD, SFD and BMD of the structure
- 7 Enercise:- 30 long with is subjected to a Assuming deformation is entirely elastic and manimum allowable elongation tensile 30000y that the is 0.3 mm while manimum. allowable reduction in, digmeter is 0.015mm. choose amory below only. candidate meeting requirent E (GPa) A cylindrical rod 100 mm diameter of 12 mm load of 30000 N. Aluminium alloy Bronze Titanium allow 70 100 110 U(Poiss ons vahi) 0.33 0.34 0.3Hw A shaft comB Sed nf Seymeats Ac,cD and DB is fastened to rigid suprorts and looded as shown, for steel G=83 GNIM, for Amminum G=28GN/m? and for bronze G: 35 GNIM Determine the maximum shcaring Stress oleve lored in ench Segment? Ans: To=472Nim, Tal=s go Aluminum Bronze d=25 Steel d=25mm d= Semm 1.5 m 2m Im مرّر ل لأعلى لاستعراض الفلاتر إضافة شرح. . . mum2-A teel ptd is stretek between fwo rigid walls ard carries a tensile load f GO0ON at C f the alowatle Stress is not to excred 130 MPa at -4°C, what is the minimum diameter f the nod? as ard t= a00 GPa. figure: ST L
- Q4\ Which of the following is a zero-force member? 3 8KN 4 G 4 エ 子c D. 4 B AC BD IF IDA plane truss has a downward applied load P at joint 2 and another load P applied leftward at joint 5. The force in member 5-6 is: 6. 7. L.10/10 find the tensile stress in upper plate in section 3-3 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM 10 MPа О 12.5 MPa 15 MPa 8.5 MPa O no one O ---.. O- O O 300mm 8 mm
- 2-A teel ptd is streteky between fwo rigid walls ard carries a tensile load f GO0ON at c f the alowate Stress is not to exceed 130 MPa at -4C, what is the minimum diameter f as ard E= J00 GPa. the nod? Figuro: ST Lpon 9.18 A steel rodin. in diameter and 25 ft long is subjected to an ace axial tensile load of 15,000 lb. Compute (a) stress ons Lanogsib & new (b) strain (c) total elongation aaste sviesiqmos srit nimmst gaites 900 viss srit .rwoda al8. 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 (-)