The value of stress produced due to 30 N is 44 N/mm2. Determine the cross sectional area of rod
Q: MOMENT DISTRIBUTION METHOD for the
A:
Q: A bag of wheat weighs 200 kg. To what height should it be raised so that potential energy is 9800 1?...
A: The given topic is of mechanics . In this question we are provided with value of Potential energy , ...
Q: Determine the location of the maximum moment on the beam in meters. 5. Determine the maximum moment...
A:
Q: For a roof truss system of an industrial building, following data is given Span of truss = 6.0 m Spa...
A:
Q: A rectangular underwater door shown in the figure below is hinged 3 feet below the surface ot the wa...
A:
Q: Slope Deflection Method Instructions: Solve the following problems completely using Slope Deflection...
A: Slope deflection method: The slope deflection method, invented by George A. Maney in 1914, is a stru...
Q: Given data : Work done=600 J Force=30 N Determine displacement
A:
Q: Based on the bearing and lengths shown, calculate the latitude and departure, linear misclosure and ...
A: L(latitude) = l cosθ {here, l is length & θ is bearing angle) D(departure) = l sinθ
Q: For the lateral stiffness, the counterclockwise rotation of the CHORD line creates __________ value ...
A: Following is required answer :
Q: C= 5" 2in 10 i1
A:
Q: Find roller support reaction
A: Given data : Point load =3 KN Point load=4 KN Point load=3 KN To find : Roller support reaction
Q: 2. Solve Prob. 1 if the points of application of the 6000-lb and the 4000-1b forces are interchanged...
A: To find : Total change in length of the bar.
Q: Determine the total elongation of the bar shown in figure below. E (GPa) Materials Bronze 83 Aluminu...
A:
Q: Problem 2: In the following structure determine the internal force in spring. Assume K EA %3D 4L E E...
A:
Q: LINE BEARING DISTANCE АВ S15°36'W 24.22 ВС S69°11E 15.92 CD N57°58'E DA S80°43'W
A: given - data of a closed traverse to find - distance DA
Q: An aluminum bar having a cross-sectional area of 0.8 in2 carries the axial loads applied at the posi...
A:
Q: In an open channel, velocity of flow was found to be 1.23 m/s. If average bed shear stress is 1 N/m2...
A:
Q: Show complete solution Compute for the horizontal and vertical components of the structure shown
A:
Q: The constant wal thicknes of atue wit he elipial cross section shown is 0.12 in. What torque will ca...
A:
Q: 1. The section of a concrete dam is shown in the figure. Concrete weighs 23.5 kN per cubic meter and...
A:
Q: strain in the tension bars equal to 0.004 and in the design process use 60% of this rho max. f’...
A: Given : DL = 10 kN/m LL = 8 kN/m UDL & 15 kN/m UVL 8 m length fc = 21 MPa and fy = 276 MPa
Q: (a) ule maxul neal Suess II he angle of twist per foot of length. Use G = 2 in. or steel.
A: given Torque T =50 kip-inG =11×106 psi⇒This is thin tube so we can us this theory sh...
Q: 2. A municipal solid-waste site for a city must be located at Site A or Site B. After sorting, some ...
A: The calculus helps in understanding the changes between values that are related by a function. It is...
Q: W1 A 10 ft 10 ft Set w1 (k/ft) A (1,2,3,4,5) B (6,7,8,9,0) 3. If the given beam has constant EI, sol...
A:
Q: Water at 300 K flows, under the influence of gravity, through a vertical packed bed of spheres 2 cm ...
A: Given -
Q: Consider the following statements for the column with a bracket as shown in the figure: Which of the...
A: Given data,
Q: 2. How many ways can the local chapter of ICPEP schedule 3 speakers for 3 different meetings if they...
A: 3 speakers for 3 different meetings if they are all available on any of 5 possible dates Sol:- Requi...
Q: A concrete beam is carrying a uniform load on a simple span of 10 meters. If the allowable stresses ...
A: We have to determine the value uniform load that can be carried by the beam as per the given data in...
Q: K 10 ft M 10 ft A,=0 Ba C |E |F 15 ft-15 ft--15 ft--15 ft---15 ft--15 A, 2900 lb 1200 Ib 1500 Ib 180...
A:
Q: ported pretensioned pan It is subjected to a uniform gravitational live-load its self-weight and is ...
A: data providedspan of the given beam =L =75 feets Load =Live load+self weight WL=1200 pif Dia of give...
Q: Consider the following data for a plain cement concrete pavement: Width of expansion joint gap = 2.5...
A: Given data,
Q: The magnetic bearing of a line AB was found 268°. If the local attraction at this station was 3° Eas...
A:
Q: PROBLEM 2. A 250mm by 400mm reinforced concrete beam section have been selected for aesthetic requir...
A:
Q: Problem 4: External force P is applied at point O. Determine the angle a such that Fo4 (internal for...
A:
Q: Given data: Weight of dry soil=40 KN Volume of soil=2.36 m3 Find dry unit weight
A: The given question is related with geotechnical engineering . The given question contain value of dr...
Q: The common tangent BC of a reversed curve with a common radius is 280.5 and has azimuth of 312deg 29...
A:
Q: For the standpipe shown, determine the discharge for the following depths. C Cad 0.6. a. 1m b. 1.5 m...
A: Given, cw=corf=0.6b=2 md=1.2 mg=10 m/sec2
Q: Tabulate the result of your design. In 2 columns, list the tension members on the 1st column and the...
A:
Q: A roof truss has a span of 12 m and a rise of 2.4 m which is placed at 3.5 m c/c. Calculate the live...
A:
Q: 800 lb 600 lb B D F 20' 20' 20' 20' E
A: Calculate forces in all member in given truss system.
Q: maximum flexural stress on the beam in MPa.
A: Given: Simply supported beam with a overhang carrying udl along its entire length. To determine: The...
Q: Shear and Moment Diagram: 600 lb/ft CA 1200 lb · ft 4 ft -4 ft→ 6 ft Point of Zero Shear: QIFICA Val...
A:
Q: 1. The triangular block shown in Fig. P-010 is subjected to the loads P = 1600 lb and F = 600 lb. If...
A:
Q: 225 of 207 225
A:
Q: =) Detenmine the total seHlement of tu followiny foundution (Incluca immediate or elantie settlement...
A: Given '
Q: PROBLEM: For the base plate shown in the attached figure: 1) determine if the base plate is adequat...
A: While a foundation is required for a column to distribute the column load over a sufficient area of ...
Q: F, F, and F, are internal forces in member of 1 and 2 F, Problem 3: Determine the ratio of respectiv...
A:
Q: At a temperature of 22.5 °C the length of the tape is decreased by 0.0045 m. What will be the temper...
A:
Q: A pipe of 0.7 m diameter has a length of 6 km and connects two reservoirs A and B. The Ans water lev...
A:
Q: Given data: Work done=600 J Force=30 N Determine displacement
A: Word one and force have been given and it has been asked to determine displacement of the body. Plea...
Step by step
Solved in 2 steps with 1 images
- Find the value of stress Force=2 N Area 2 mm2A steel rod with a cross sectional area of 120〖mm〗^2 is stretched between two fixed points. The tensile load at 20°C is 4200N. What will be the stress at-25°C? α=11.7x〖10〗^(-6)/°C and E = 200GPa. See figure 062. For the given state of stress shown in figure 2. 48 MPa Figure 2. a. Construct Mohr's circle for this plane stress. ||₁6 16 MPa 60 MPa Determine the principal stresses and principal planes.
- Ox = 45 Mpa, Oy = -15 Mpa, τxy(shear stress) = 20 Mpa, theta = 25 degreesConsider the state of stress as shown in figure. What will be the principal stresses? 02= 16Mpa oy= – 48 M pa, Try = 60 Mpa T 48 Mpa + 16 Mpa 60 MpaConsider a point in a structural member that is subjected to plane stress. Normal and shear stresses acting on horizontal and vertical planes at the point are shown. Assume'stress magnitudes of 5,-80 MPa, S - 220 MPa. Sy For the given state of stress at a point in a structural member, determine the center Cand the radius R of Mohr's circle. Answers: C- MPa, R- i MPa. Save for Later Part 3 Determine the principal stresses (api > Op2 ) for this state of stress. Answers: Opl = MPa, o,2 = MPa Save for Later Part 4 For this Mohr's circle, determine the magnitude of the central angle between: (a) pointxand the point representing the principal stress opl- (b) point x and the point representing the principal stress Op2. (a) Angle - i (b) Angle - i
- (a) 128.5 GPa circular rod of diameter 30 mm and length 200 mm is subjected to a tensile force. The axtension of rod is 0.09 mm and change in diameter is 0.0045 mm. What is the Poisson's ratio of the material of the rod? (a) 0.35 (b) 0.33 (c) 0.32 (d) 0.302. For the state of stress shown, determine the range of value of for which the normal is equal to or less than 100 MPa and 50 MPa. stress x' + 90 MPa 60 MPa =۱۰:۱۲ ६६ docs.google.com The state of plane stress at a point is represented on the element shown in the left figure. The element oriented to the slope and direction shown in the right figure. Find the value of maximum principle stress o2 15 MPa - 5 MPa +17.81 Mpa Tension +17.81 Mpa Compression +2.19 Mpa Tension +2.19 Mpa Compression -2.19 Mpa Tension _17.81 Mpa Compression _2.19 Mpa Compression _17.81 Mpa Tension 6 MPa
- 10.Stress transformation. From the figure below, find the orientation of the maximum principal stresses, the magnitudes of the maximum principal stresses and the maximum shear stress. All formulae given at the end of the exam. 2/22 27200005 27200032 10 MPa 40 MPa 50 MPa3. The bar shown in Figure Q4 is subjected to tensile load of 160 kN. IIthe stress is the middle portion is limited to 150 N/mm', determine the diameter of the middle portion. Find also the length of the middle portion if the total elongation of the har is to be (0.2 mm. Young's modulus is given as equal to 2. 1x 10 N/ mm. 160 EN 40 cm Figure 04A bronze bar 3 m long with a cross-sectional area of 320 mm² is placed between two rigid walls as shown in the figure below. At a temperature of -20°C, the gap A = 2.5 mm. Find the temperature at which the compressive stress in the bar will be 35 MPa. Use a = 18.0 x 10-6 m/(m-°C) and E = 80 GPa.