5. Segment AB of the bar is a tube with an outer diameter of d1 and a wallthickness of 0.125 in. Segment BC is a solid rod of diameter d2. The averagenormal stresses must not exceed 3400 psi in rod AB and 6500 in rod BC,respectively. Use P1 = 3,600 Ib. and P2 = 5,500 Ib.0.125 in.d2diP2P1BA6 in.-6 in.Determine the smallest allowable value of d1 (in inches). Round-off to 2-decimalplaces. *Your answerDetermine the smallest allowable value of d2 (in inches). Round-off to 2-decimalplaces. *Your answer

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Answered: 5. Segment AB of the bar is a tube with…

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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The copper pipe has an outer diameter of 40 mm and an inner diameter of 37 mm. If it is tightly secured to the wall at A and three torques are applied to it as shown, determine the maximum shear stress developed in the pipe. Let T1=66, T2 =11, T3 =26
g. What is the moment of inertia (I) about the neutral axis of the section? (in in^4) h. What is the first moment of an area (Q) about the neutral axis of the section? (in in^3) i. What is the maximum shearing stress (fv) of the beam? (in psi) j. What is the maximum flexural stress (fb) of the beam? (in psi)
NO. 4. The 150-kg bucket is suspended from end E of the frame. Determine the average normal stress in the 6- mm diameter wire CF and the 15-mm diameter short strut BD IN Figure 4.
Member AB has a uniform rectangular cross section of 10 x 24 mm. For the loading P(14kN)shown,a) Find reactions at A and B.b) Determine the normal and shearing stresses at Point K and Point H. α (30˚)
The copper pipe [G = 7,000 ksi] has an outside diameter of 3.875 in. and a wall thickness of 0.250 in. The pipe is subjected to a uniformly distributed torque of t = 80 lb-ft/ft along its entire length. Using a = 2.5 ft, b = 4.0 ft, and c = 8.5 ft, determine(a) the maximum shear stress in the pipe.(b) the rotation angle φC at the free end of the shaft.
1) Calculate the effective depth of the section in PART B in mm.0 2) Calculate the depth of compression block of the section in PART B in mm. 3) Calculate the depth of the neutral axis of the section in PART B in mm. 4) Calculate the stress in the steel of the section in PART B in MPa. 5) Calculate the ultimate moment capacity of the section in PART B in kN.m.
Member AB has a uniform rectangular cross section of 10 x 24 mm. For the loading Pshown,a) Find reactions at A and B.b) Determine the normal and shearing stresses at Point K and Point H. α (˚) =30 P (kN)=14
A compressed bar having a square cross section of width b must support a load P = 37kN. The two parts of the bar are connected by a glued joint along plane p - q, which is at an angle = 40degree to the vertical. The allowable stresses in the glued joint are 5.3 MPa in compression and 3.4 MPa in shear. Considering only the glued joint, determine the minimum width b of the bar. choices are: 73. 202 54. 221 67. 054 59. 192 84. 353 104. 320
Proposed exercise N ° 01 Find the angle of torsion of the free end with respect to the fixed end of the system in the figure. The material is steel and the dimensions are in cm. Proposed exercise N ° 2 Find the length that a hollow steel bar of D = 1.5cm and d = 0.5cm in diameters must have for its ends to rotate 30 ° relative to each other. An allowable shear stress of 713.8 kg / cm2 must not be exceeded, and G = 8.1573x105 kg / cm2
1-10. A bar of variable cross section, held on the left, is subjected to three forces, P =4 kN, P, = -2 KN, and P, = 3 kN, as shown in the figure. On two separate diagrams, plot the axial force and the axial stress along the length of the bar. Let A1, = 200 mm, A2, = 100mm², and A3, = 150 mm".
Determine the bending stress (in Pa) at the top of the beam at point C for the beam shown belowif P = 1531 N, T = 4945 Nm, a = 0.87 m, b = 1.05 m, c = 0.77 m, w = 32 mm, and h = 77 mm .
The cantilever beam is subjected to a concentrated load of P=20kips. The cross-sectional dimensions of the rectangular tube shapre are b=5.2in , d=8.10in , and t=0.400in. Determine:a) The magnitude of the maximum horizontal shear stress in the rectangular tube shape. Answer in ksi, rounded-off to 2 decimal places.b) The magnitude of the shear stress at point K, which is loacted to the left of the vertical centroidal axis zK=1.1in. Answer in ksi, rounded off to 2 decimal places.

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