this is a multi-parts question
I need all A, B, C, D. Only answer if you know them all. Thx and
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![I tress distribution Oveel cuoss section of aluminiure bar 17.392 Aluminium, 19.332 Nprema (N/ MM2]](http://img.homeworklib.com/questions/eb4b6090-0c35-11eb-8387-330226d6e63a.png?x-oss-process=image/resize,w_560)
this is a multi-parts question I need all A, B, C, D. Only answer if you...
this is a multi-parts
question. I need all A, B, C, D. Only answer if you know them all.
Thx and Will ThumbUp!
Problem 3 (10 points) The stepped shaft made of a material having a shear modulus of elasticity G = 40 GPa is fixed at A and loaded by two torques T = 60 N.m and T2= 80 N.m as shown below. The shaft BC has solid circular cross-section with diameter of 50 mm and the shaft AB...
this is a multi-parts question
I need all A and B. Only answer if you know them all. Thx and Will
ThumbUp!
Problem 4 (BONUS 4 points) The vertical rigid bar is supported by 3 horizontal flexible rods as shown below. a) Discuss whether this structure is determinate or indeterminate. b) Determine compatibility equation in terms of elongations in the rods (A1, A2, and A3) Rigid bar rod 1 rod 2 1 w rod 3 it
Pls only answer if you are 100% sure about the answer for both
question, otherwise i will rate the answer negatively.
5. a steel bar of 40 mm x 40 mm square cross section is subjected with an axial compressive load of 200 kn, if the length of bar is 2 m and e 200 gpa, the elongation of the bar will be in mm O 1.25 O 2.7 0 4.05 O 5.4
A 3 m rigid bar AB is supported with a vertical translational spring at A and a pin at B The bar is subjected to a linearly varying distributed load with maximum intensity g Calculate the vertical deformation of the spring if the spring constant is 700 kN/m. (ans: 21.43 mm) 2. A steel cable with a nominal diameter of 25 mm is used in a construction yard to lift a bridge section weighing 38 kN. The cable has an...
A rigid beam BCD is supported on a roller support at C (4m from B) and has two bars AB and DE attached at each end. The bars can carry either tension or compressive forces. The rigid beam carries a UDL of I kN/m across BC and a point load of P at D as shown in the figure above. The length of the two bars is 3000 mm. The elastic modulus of both bars is 200 GPa and the...
I Solve any five of following questions (show all the necessary steps) and submit until August-01-2020 in PDF file format 1. Draw the shear and bending-moment diagrams for the beam and loading shown below and A B 400 mm 400 mm 250 mm 12 kN 8 KN If the shaft has a diameter of 6cm, Determine the A. Shear forces B. Moment of arms C. The absolute maximum Bending stress in the shaft. 2. Two solid cylindrical rods AB and...
please answer this question.
TIN Kasus 4 A bending rod is tested with two centralized loads as in Case 4 in the analysis data given is: P4 = [60] KN L41 = [2 x 1] m L42 = [10-8/21m E = [81] GPS thickness of the trunk cross section box, t = [6-11 mm length and height of the outermost box section, lw = [60] mm and lh = [60 + 180 mm a. Draw a free body diagram of...
Answer
only if you know the concept, other wise will put abuse
The point loads are placed at the fixed positions shown in the figure and they are live loads. A B D E 12 2 12 k W C(centre) a Asc b f'= 32 Mpa f'es= 3 MPa fsy = 500 MPa Es = 200 GPa Ex = 28600 MPa a Cross section The following values are used for the question. • 11 = 3 m load before cracking...
please answer all thank you
Homework - State Loading Advanced (Part 2) A solid round 20 mm diameter hur is based as shown below, where the lead iP XOAN, the downward tr adise.SSAN, the lig h the is M-20 Nm, and the true lead is T-30 Nm. This results in certain stresses in the bar the base al Points located at the top of the har d ew from (located ISO w from 4-y il Decated 270cw from located in...
Question 1 (Total 100/3 Marks) Figure 1 (all units are mm) shows a simply supported beam of span 2500 mm with a 5 kN/m load. The cross-section of the beam is a composite section made from two steel plates attached to the top and bottom of a timber section. The top steel plate is 5 mm wide and 20 mm deep. The bottom steel plate is also 5 mm wide but 10 mm deep. The timber section is 50 mm...