y 4 mm 400 mm B 200 mmi A 6 mm
Q: x=5
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Q: 28 MPa. (A#25 = 510mm^2) 420 mm 500 mm 2 #25 80 mm - 300 mm
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Q: (kN). w = 4 kN/m B. hinge r20 m 0 = 45° C 48.30 88.26 56.56 80
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Q: 3.5 6.87X X² +4 =)dx
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Q: y 120 mm 160 mm 60 mm 80 mm 140 mm 100 mm
A: Finding out centroid.
Q: Compute Ix for the region shown. y 2 18 2-5--5- -2 -8 8. Dimensions in inches
A: The area is divided into the standard areas as shown below.
Q: 1:43 ..l 57 Shown below is the curved section of:
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Q: + 300 mm A 600 N 300 mm B 200 mm 400 mm 600 N 400 mm
A: Solution: Calculating reaction at C
Q: y 200 mm 300 mm → 125 mm 125 mm 60 mm 150 mm
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Q: to 4. A line is measured with a 2-c mark the ends of the tape lengths. Three tallies are recorded,…
A: Given Data 2-chain tape Distance from remaining arrow to the end of line is 116 links three tallies…
Q: 450 mm 300 mm r= 200mm 75 mm **Units in mm 300 mm 150mm 75 mm 50 150 50
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Q: E 8 ft B 8 ft 8 ft
A: Given:- A=2in2 E=29(1000)ksi To find:- vertical displcament of joint A
Q: W ^^ 3m 6m 3m W 6m 6m
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Q: y 500 50 80 -140- - 140- 80 60 400 500 50 500
A: Given- plate area is given To find- centroid of given plate area
Q: 100 mm "160 mm , 120 mm
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Q: (1) (y+x²)dy– xdx =0
A: Note - : We’ll answer the first question since the exact one wasn’t specified. Please submit a new…
Q: y 40 165 105 40 - 240 Dimensions in millimeters
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Q: 23mm R2 166.5mm 28° 34° 235mm 175mm 250mm R1 R3 125mm
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Q: Find the length of side TS.
A: Consider the figure,
Q: 24" A 16" x- 20" 60 lb 80" B 30 lb 76" - 210 lb D C 19"
A: OA→=+22i^-15j^OB→=-22i^-15j^OC→=-16i^+70j^OD→=+18i^+76j^
Q: y = h -b
A: Given, y=hb2x2
Q: P=51
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Q: 4 kip/ft 6 kip 3 kip 2.5 ft 5 ft - A 8 ft 4.5 ft
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Q: +y") dx ly
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Q: Y= 22 C= 2 How to solve numbers 4, 5, and 6
A: Given data Y =22, C = 2 Find 4. Moment at 12 m from A 5. Location of maximum moment occur…
Q: a = 20 mm b = 100 mm c = 200 mm d = 70 mm e = 60 mm f= 70 mm g= 50 mm h = 20 mm
A: Given a= 20mm b= 100mm c= 200mm d= 70mm e= 60mm f= 70mm g= 50mm h= 20mm second moment of area about…
Q: V' B D. H F G W W Z' 6 @ X' = Y' Z'
A: Solution:- Support reaction at A and E Taking moment about C from left end and right end…
Q: 20 mm 75 mm 10 mm 37.5 mm 37.5 mm
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Q: y 75 mm 25 mm 150 mm 25 mm 25 mm 125 mm
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Q: Determine Ix, Iy, and Ixy for the rectangular plate with three equal circular holes. 111 111 43 27…
A: Given:- A rectangular plate with three equal circular holes are given The radius of the circle = 27…
Q: Problem 1. Determine Xg and Yg LAST DIGIT OF YOUR STUDENT NO. USE DIMENSION DIMENSION FOR WIDE FOR…
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Q: 6 ft B 8 ft 8 ft E ft 6 ft 30 kips
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Q: Find the derivative of f (x) = (x3 - 10x2 + 8) ⁄ (x5 - 5x) .
A: Given values: f(x) = x3-10x2+8x5-5x
Q: 125 mm. 200 mm 30 mm 25 mm V 250 mm B 30 mm
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Q: Calculate the distance between the points C=(-7,6) and H=(-1,9) in the coordinate plane. Give an…
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Q: x + ( 1+x)y = e -x sin2x dx
A: To solve the given differential equation. Given: xdydx+1+xy=e-x sin2x The given differential…
Q: y | 12 kips 48 kip • ft D A B 4 ft- 4 ft 4 ft FIG. P4.16
A:
Q: The vernier scale reading (in cm) is b. 0.9 a. 0.045 C 0.45 d. 0.09
A: Vernier scale is an instrument that is introduced by Pierre Vernier in 1631. It is an instrument…
Q: colume size Longitudinal bars = Ties mm lies $10. @ 300mm x 300 mm = 300 mm X 4- 20mm Ø 10mm 300mm…
A: Assuming length of column = 3m Assuming cover of 40 mm = 0.04 m Volume of concrete required for the…
Q: Compute ly (I bar sub y, in mm“, round-off to 2 decimal places) for the region shown. 4 80 mm 20 mm…
A: To find moment of inertia about y axis
Q: uide: W = 447 Z = 587 Y = 176 X = 388 y "W" "Y" X "Y" "X" all dimensions are in mm "Y" "Z" a.…
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Q: 240 mm 30 mm y 16 mm 350 mm 90 mm K
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Q: X A 90 mm ww 001 F 70 mm B
A: The ans is attached below:
Q: Problem 1. Determine Xg and Yg SECOND TO THE LAST DIGIT DIMENSION OF YOUR STUDENT NO. USE USE…
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Q: F3 = 100 N F2 = 60 N 60° 30° F = 40N
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Q: 15 15 430 y- -y 15 100 All dimension in mm N- N
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Q: Dimension the cross section of the rectangular cross section cantilever bar given loading status and…
A: Given data Point load UDL Allowable normal stress Allowable shear stress
Q: Hi please answeer replace x=0 y=7 z=8
A: To find magnitude and direction of resultant
Q: G6 (c) y = 2
A:
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- A tensile test was performed on a metal specimen having a circular cross section with a diameter 0. 510 inch. For each increment of load applied, the strain was directly determined by means of a strain gage attached to the specimen. The results are, shown in Table: 1.5.1. a. Prepare a table of stress and strain. b. Plot these data to obtain a stress-strain curve. Do not connect the data points; draw a best-fit straight line through them. c. Determine the modulus of elasticity as the slope of the best-fit line.The results of a tensile test are shown in Table 1.5.2. The test was performed on a metal specimen with a circular cross section. The diameter was 3 8 inch and the gage length (The length over which the elongation is measured) was 2 inches. a. Use the data in Table 1.5.2 to produce a table of stress and strain values. b. Plot the stress-strain data and draw a best-fit curve. c. Compute the, modulus of elasticity from the initial slope of the curve. d. Estimate the yield stress.Shown is a copper bar which has a diameter of 10 mm and loaded by tensile loadP = 0.0137 MN The maximum shear stress in the bar is approximately: Match each item to a choice: Tmax
- A load P is applied to a steel component which is supported an aluminum plate into which a 12 mm diameter hole has been drilled. Knowing that the maximum allowable shearing stress is 86.5 MPa in the steel and 160 MPa in the aluminum plate, determine the largest load which may be applied to the steel component. Provide your answer in kN with precision to two decimal points. 10 mm Answer: 12 mm 40 mm P 8 mmA test conducted on a steel bar whose cross section is 0.5 in. by 4 in. is performed. Anaxial load of P = 30,500 lb. produced a deformation of 0.00103 in. over a gauge lengthof 2 in. and a decrease of 0.000078 in. in the 0.5-in. thickness of the bar. Determinea. Poisson’s ratio,b. the elastic modulusc. the decrease in the 4-in. cross-sectional dimension.1. Find the properties of equal-leg angle bar 150 x 50 x 6.0 in metric. 2. Find the full section properties of LC shapes steel bar 100 x 50 x 15 x 3.0 in metric. 3. A stress that lies between the proportional limit and the upper yield point of a steel. What is 5 and 5 Show the relationship uring a graph of mild structural stool
- The plastic distorts as shown by the dashed lines. (Figure 1) The dimensions are L= 460 mm H =310 mm di =2 mm, d2 =5 mm, dz = 15 mm, d4 =8 mm, d; =2 mm, and de = 5 mm. Part A Determine the shear strain Yry at corner C. Express your answer to three significant figures and include appropriate units. (yc)zy = Value Units igure Submit Request Answer dz Part B B Determine the shear strain yzy at corner D. Express your answer to three significant figures and include appropriate units. H HA ? D Value UnitsShown is a composite plate joined together by rivets. The components consist of two tension bar plates that is ¾ X 4 inch and riveted together by two splice plates which is 0.8 X 6 inch. Each rivet has a diameter of 25.4 mm. Considering that the allowable stress for the tension bar plates and splice plates is σ=20.0 ksi, the allowable shear stress for the rivets is σ=25.0 ksi and the allowable bearing stress on the rivets and splice plates is σ=25.0 ksi. What will be the maximum permissible load P such that none of the allowable stresses will be exceeded?A line is inscribed on a 3 mm thick steel alloy plate with an elastic modulus E = 200 GPa and shear modulus G = 70 GPa. The plate is then loaded as shown below. 2a) Determine the slope of the line after the plate has been loaded 2b) Determine the reduction in thickness of the plate (in mm) under the applied loads 2c) If the plate has a yield stress = 300 MPa, determine the factor of safety against failure according to the Maximum Normal Strain (St. Venant's) Criterion Steel Alloy Plate: y line 250 mm k Į 50 kN 70 mm ↑ 70 mm 100 KN 125 mm
- At the proportional limit, the axial load of a 0.70-in-diameter bar was 5400 lb. A 2.20-in. gauge length on the bar has increased by 0.0040 inch. a) Determine the strain in the bar.b) Determine the elastic modulus (in ksi)Two wooden boards are joined by cutting and gluing them together along the plane shownin the illustration. The boards have cross-sectional dimensions of 3.5” by ¾” and are subjectedto an axial tension, P, of 1870 lb.a) Determine the normal and shear stresses acting on the glued joint if = 20o.b) For what joint angle, , will the shear stress on the glued joint be equal (in magnitude) totwice the normal stress on the joint?The shown plate is 60 mm thick and it is made of Magnesium Am1004-T61. The plate is fitted between the rigid frictionless supports as shown and at T, = 20°C it is stress free. Find the stresses in the x and y directions when the temperature increases to T, = 58°C. %3D 150 mm 150 mm Select one: O x: 0 MPa, y: 42.864 MPa Ox: 22.1 MPa, y: 44.2 MPa Ox: 0 MPa, y: 44.2 MPa Ox: 0 MPa, y: 17.8 MPa O x: 13.2 MPa, y: 44.2 MPa Ox: 0 MPa, y: 67.4 MPa 3:10 PM O G 4) ENG 1/31/2021