Solve using a diagram ,Apply continuity principle.Thanks 6. A fabricated assembly made from three different sizes of standard steel tubing is shownbelow. The larger tube on the left carries 0.072 m3/s of water. The tee branches into twosmaller sections. If the velocity in the 50-mm tube is 12.0 m/s, what is the velocity in the100-mm tube? Ans. 7.88 m/sFlow160-mm OD x 5.5-mmwall steel tubeReducing tee100-mm OD x 3.5-mm wall steel tube50-mm OD x 15-mm wall steel tube

Answered: Image /qna-images/answer/61ebc68a-435e-4e27-8b74-4201183d8319.jpg

Answered: 6. A fabricated assembly made from…

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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A compound tube consists of a steel tube 150 mm internal diameter and 170 mm external diameter and a brass tube of 170 mm internal diameter and 190 mm external diameter. The two tubes are of the same length. The compound tube carries an axial load of 1000 kN. Find the stresses and the load carried by each tube and the amount it shortens. Length of each tube is 140 mm. Take Ĕ for steel as 2 x 105 N/mm² and for brass as 1 x 105 N/mm².
The following tubular A36 steel shaft has an inner diameter of 25mm and an outer diameter of 35mm under the following loading condition. Determine the angle of twist of the end V. Consider: GA-36 = 75 GPa 1) What would happen if a solid shaft was used? 2) As a designer, do you recommend a solid or tubular shaft for the loading above? Why?
A hollow steel [E = 30,000 ksi] tube (1) with an outside diameter of 3.500 in. and a wall thickness of 0.500 in. is fastened to a solid aluminum [E = 10,000 ksi] rod (2) that has a 2.000-in.-diameter and a solid 1.375-in.-diameter aluminum rod (3). The bar is loaded as shown. Assume L1= 55 in., L2= 40 in., L3 = 25 in., R = 31 kips, Q = 11 kips, and P = 27 kips. Determine (a) the change in length of steel tube (1). (b) the deflection of joint D with respect to the fixed support at A. (c) the maximum normal stress in the entire axial assembly. R A B R L1 L2 L3 Answers: (a) 81 i in. in. An (9) (c) Omax i ksi
Q2 A flanged bolt coupling joins two shafts. It consists of eight 22-mm diameter bolts on a bolt circle 320 mm in dia- meter and six 15-mm diameter bolts on a concentric bolt circle 240 mm in diameter. Determine the unit stress in each bolt due to a torque of 25 kN.m.
A load of P = 2800 N acts on the machine part shown. The angle between the line of action of Pand the vertical y axis has a value of - 75°. The overall dimensions of the machine part are a= 125 mm, b - 55 mm, and c-75 mm. K B.
Determine the resultant force of the water acting on the circular glass plate that Is to the side panel of the tank. Also, determine the location of the center of pressure along this inclined side, measured from the top. Question 2: FYw.h.A ate Fv= Yw.V 3 m radie 9810 Ixr x gate 9810 1 m 2 m Ma:0 Nar3- Fn 号×3-fvx3- -0 Ma=0-) NBx3- F t /2Fy-0 120° 3 m 1,- I,
Qs.The strength of the longitudinal joint is 25 kips/ft, whereas for the girth joint it is 20 kips/ft. Calculate the maximum diameter of the cylindrical tank if the internal pressure is 110 psi. Also discuss the joint strength and diameter of tank requirement for the given conditions .If you dont know the answer please skip and let others do , dont post wrong answer, dont waste qsn
QUESTION 2 a) A solid alloy shaft 5cm diameter is to be coupled in series with a hollow steel shaft of the same external diameter. Find the internal diameter of the steel shaft if the angle of twist per unit length is to be 75% of that of the alloy shaft. Determine the speed at which the shafts are to be driven to transmit 200kW, if the limits of shearing stress are to be 55N/mm2 and 75N/mm² in alloy and steel respectively. Gsteel = 2.2Galloy b) A simply supported beam of span 20m carries two concentrated loads 4kN at 8m and 10kN at 12m from one end as shown in Fig. 2. Calculate (a)the deflection under each load, (b) the maximum deflection, E = 200 000 N/mm2; I= 10° mmª 4KN 10KN 8m 4m Y 20m
TWO CONCRETE BLOCKS WEIGHING 1800 N EACH FORM PART OF THE RETAINING WALL OF A SWIMMING POOL. WILL THE BLOCKS BE IN EQUILIBRIUM WHEN THE POOL IS FILLED, AND THE POOL EXERTS THE LINE LOADING SHOWN? IF YES, WILL IT SLIDE OR TIP? ALSO, DETERMINE THE HEIGHT OF WATER IN WHICH THE POOL WILL BE FILLED SUCH THAT THE BLOCKS WILL BE IN EQILIBRIUM. 300 mm 540 mm A-0.5 540 Plastic liner mm A-10 6Nmm
A hollow steel [E = 30,000 ksi] tube (1) with an outside diameter of 3.00 in. and a wall thickness of 0.223 in. is fastened to a solid 1.75-in.-diameter aluminum [E = 10,000 ksi] rod. The assembly is attached to unyielding supports at the left and right ends and is loaded as shown. Assume P=18 kips, Q=13 kips, L1=4 ft, L2=6 ft, and L3=6 ft. Determine(a) the stresses in all parts of the axial structure.(b) the deflections of joints B and C.
Meme biloe orfT Timeneu of bozu et thede 19 5-5. The copper pipe has an outer diameter of 2.50 in, and an inner diameter of 2.30 in. If it is tightly secured to the wall and three torques are applied to it, determine the shear stress developed at points A and B. These points lie on the pipe's outer surface. Sketch the shear stress on volume elements located at A and B. sib- M00 B 450 lb ft 350 lb·ft 600 lb-ft ♡ 2 O O O
6) A hollow steel tube is to be used to carry an axial compressive load of 160 kN. The yield stress for steel is 250 N/mm2. A factor of safety of 1.75 is to be used in the design. The following three class of tubes of external diameter 101.6 mm are available. Class Thickness Light Medium 4.05 mm 3.65 mm Heavy 4.85 mm Which section do you recommend?

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