rigid support @ A A 400 N-m 850 N-m L=1.4 m 30 mm diameter L=2.4 m 50 mm diameter L=1.9 m 30 mm diameter D rigid support @ D
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- Date: Course: Time: Pind the vertical movement os is 120 KN Stsel Aluminum 3 m Im B P=120 kat Aluminum A = 900 mm² E = 70 GN m² steel A= 600 mm E 200 GNM² %3DQ1: Define all the symbols of the scheme below. h b Ac A₂ 000 Section Neutral axis Ecu3 Strainsted ingid 250MM B k steel bar bolt AUR rigid bar 12 mm thick 8 mm Brass 350mm Jointd 16 mene thick 350mm JointB 250 mm Xg = 20x10% Eg = 90 G Pa -6 A, = 12x10/0 Es = 200 G Pa thickness> 16 mm 8 mm bolt %3D 12 mmi thick shear strength f bolf bearing streng th of holt= 100 la 50 MPa %3D Assume no failure will take place in steel or brass. Temperature chauge brass steel on Temperature change on Determine thai can be applied to system - the max
- SITUATION 14: A PL 300 x 20 mm is to be connected to two plates of the same material with half the thickness by 25 mm Ø rivets as shown in the figure. The rivet holes have a diameter 2 mm larger than the rivet diameter. The plate is A36 steel with Fy= 250 MPa, allowable tensile stress of 0.60Fy and allowable bearing stress of 1.35Fy. The rivets are A502, Grade 2, hotdriven rivets with allowable shear stress of 150 MPa. 25 mm Ø rivets + + PL 300x20 P/2 P P/2 PL 300x10 43. Which of the following most nearly gives the max. load in kN that can be applied to the connection without exceeding the allowable shear stress in the rivets? a. 675 KN b. 490 KN c. 598 KN d. 790.5 kN 44. Which of the following most nearly gives the max. load in kN that can be applied to the connection without exceeding the allowable bearing stress between the plates and the rivets? a. 490 KN b. 675 KN c. 598 KN d. 790.5 kN 45. Which of the following most nearly gives the max. load in kN that can be applied to the…Permissible As in sechion to ensure tensile Compute the design strength of beam shown it 420 MPa , fc = 30 MPa . check the maximum %3D Permissible As in sechion to ensure tensile failure. 4¢25 stimpp10 q00 8432 300 mmI need a clear answer by hand, not by keyboard and fast answer within 20 minutes. Thank you | dybala For the beam loaded as shown, find the maximum tensile and compressive bending stresses and maximum shearing stress.. IN.A=4*10mm* 80mm 100mm 60mm 60mm 1.5KN 2kN/m 1mal A |-----|- | Im ++ Im->> 3m 3kN/m
- Figure 3 shows a truss where P = 40 kN and Q = 27 kN. The force reaction at A in the y-direction is FAy = 29 kN up and the force reaction at G in the y- direction is FGy = 38 KN up. In the question that folows, select ihe anawer that in choneat to the tre vale. What is the magnitude of the force in member KL in units of kN? O 38.7 O 58.7 52.0 453FOR THE GIVEN PROPERTIES DESIGN d': 15 mm THE REINFORCEMENT OF : 400 mm b d = $80 mm fc = 33 MPa fy = 320 MPa Mu: 1 000 000 000 N mm A. USE B.USE OF NSCP 2001 NSCP 2015 BEAM THE BEAM 132 13 Gra mm of BELOW. #H 1606 210135 03 M 12437 P0122399/100mA 02338941 242EQuiz No.3 584nkkz1 Cc7KLzOsdr9YUFgvcfFSqpsdlyljtewQ/formResponse Choose the correct answer What will be the value of load applied parallel to the diagonal of (100x100x100))mm cube since the splitting tensile strength=3 Mpa 57.8 KN O 46.7 KN O 47.1 KN O (28)=27.5 Mpa, then the fc(180)=-- for concrete produced using moist
- Two channels having the given properties shown is placed at a distance of 300 mm to back and is properly connected by a pair of lacings as shown. 305 mm Fy=248 mpa Properties of one channel A = 5690 mm² Ix = 67.3 x 10 mm* Assume K = 1.0 -260 mm- Lucre x= 17- d = 305 mm ly 2.12 x 10 mm x 17mm CIVIL ENGINEERING - STEEL DESIGN Determine the safe axial load in kN, that the column section could carry. Unsupported height of column is 6m.Question Eight tensile bars with a diameter of 16mm, equally divided into Fwo layers, are developed, C=50mm Spacing between Stirrups = 150 mm center to Center and spacing be tween longitudinal bars is 80 mm if Atr=230 mm? [leastof Cs& cb], Fy = Fyt = 350 M Pa. use Fé = 25,35 and 45 MPa and assume Atr is Satis fied with ACI & BS, Find length of development vequired. > Subject: Advanced Concvete Design, %3DCalculate the ultimate moment of the given triangular column cross-section section Mr? Paste your PEG or PNG Proof paper using menu above Na=150 kN 90 mm A = 3024 A2 =024 As2 600mm fot = 17 MPa fya = 365 MPa As1 1 60 mm 600 тm