A sphere 850mm-diameter floats half submerged in a tank of oil (sg=0.90) 4. What is the total vertical pressure on the sphere? a. 1420 N b. 1592 N c. 7370 N d. 1690 N
Q: Analyze the frame by using the Slope Deflection Method. Draw the shear and bending moment diagrams.…
A:
Q: SITUATION: A footing, 2 m x 3 m in plan and 0.50 m thick, is designed to support a 0.60 m square…
A: Column load including dead weight = 50KN Eccentricity of column weight = 0.5*3-0.6*0.5= 1.2 m Weight…
Q: 2 B 20' SITUATION 01 A 20-lb lighting fixture shown in Fig. ESS4-TE-001 is suspended from the…
A:
Q: 3.6 kips/ft 1.8 kips/ft C A В
A:
Q: 3. At 2:00P.M, a thermometer reading is 80°F is taken outside where the air temperature is 20°F. At…
A:
Q: If a force is redundant is selected, the compatibility equation will be based on slope. is this true…
A: Given Statement :- If force is redundant is selected , the compatibility equation is based on the…
Q: 1. An iceberg in the ocean floats with one-eight of its volume above the surface. What is its…
A:
Q: AP = 50 KPa 3 m Sand Ydry = = 16 KN/cu.m GROUND WATER TABLE Sand 6 m Ysat = 18.5 KN/cu.m Clay Ysat =…
A:
Q: Determine the moment of area of the given structural built-up section composed of a 8"x1" top flange…
A: x1 8 y1 0.75 A1 24 x2 8 y2 9.5 A2 16 x3 8 y3 18 A3 8…
Q: The graph in Unconfined test is a -----------graph Shear Stress vs. shear Strain Axial Stress…
A: Unconfined compression test The Unconfined Compression Test is a laboratory test that determines a…
Q: For a linear stress variation over the base of the dam and neglecting hydrostatic uplift. 7.0m note:…
A:
Q: No. 2. A rigid bar ABCD is pinned at end A and supported by two cables at points B and C (see…
A: Solution -The given values are as follows,The diameter (dB)=12mmThe diameter (dC)=20mmThe modulus…
Q: The expected production of a pneumatic roller is 665 CCY/h. The lift thickness is 8 inches, with a…
A: Given data Production = 665 CCY/h Lift thickness L = 8 in Roller width W = 10 ft Efficiency E = 85%
Q: 15.) Conduct research to find the specific heat capacity of water ___________________ and iron…
A: Specific heat capacity- It is defined as the quantity of heat (J) absorbed per unit mass (kg) of the…
Q: Find: a) b) c) Shear & bending moment at 3 ft and at 8 ft from the left end of the beam Find…
A: step 1-
Q: 260 mm. The simply supported beam is 5-m long and carries a concentrated load of 25 KN at the…
A: Given data- B × D = 210 mm × 260 mm Length (L) = 5 m = 5000 mm Load = 25KN Moment (M) = 25KN × 5000…
Q: Ship designers usually construct scale models before building a real ship. The formula that relates…
A:
Q: Calculate the B.O.D. of a reference sample given that 1ml of seed material was used in the reference…
A:
Q: Determine velocity Mass=30 kg K.E=1200 J
A:
Q: Ely value (c) Ely value at th
A:
Q: +16-8. Determine the components of displacement at . Take E=29(10) ksi, I=650 in,A=20 in2 for each…
A: Dk=000Qk=-4-60000-4-60000Q7Q8Q9=4833.3300-4833.3300000130.907854.170-130.907854.1700007854.17628333.…
Q: Explain the usage of hazard map.
A: Usage of Hazard Map:- A hazard map is defined as a map which highlights the areas that are…
Q: discuss the theoretical determination of weir coefficients
A: Weir equations can be used to define flow over an obstruction. It is required to explain theoretical…
Q: Solve the following problems relating to buoyancy: jl'A solid spherical ball with unit weight 8.52…
A:
Q: If the origin point and the corners of the traverse have the following coordinates. Find the lengths…
A:
Q: An elementary triangular concrete gravity dam, supporting 40 m height of reservoir water and full…
A: Minimum width will be maximum value of width obtained from different cases.
Q: A rectangular scow 12-m long, 7.20m wide, and 2.40m 1.50m above the bottom. It carries a total load…
A:
Q: 2. The beam with cross-section shown carries a uniformly distributed load of intensity w over its…
A:
Q: A tank contains three liquids; kerosene (s= 0.80), crude oil (s=0.90) and sea water (s=1.05) with…
A:
Q: Angle of internal friction for a given soil is the angle on the graph (Mohr's Circle) of the shear…
A: The correct answer is true.
Q: The lower surface of (100) mts marl bed appears at points (ABC). It is underlain by (100) mts…
A: Scale 1cm = 1000
Q: A cable is attached to a 1.00kg block A, is looped over a fixed peg at C, and is attached to plate…
A: Given -
Q: In a sieve analysis test, 95.5% of the sample is passing the 5mm sieve and 5.13% is passing sieve…
A: To Determine Which of the given statement is correct about the data given.
Q: A plate is connected to another plate via 20 mm diameter rivets. It carries a load of P=155 kN at a…
A:
Q: 50KN 20KN/m 3m 3m 2m 2m
A:
Q: Column 1 Column 2 а. Pavement in Minnesota A. Water Reducing Admixture b. Wastewater Treatment Plant…
A: a. Pavement in Minnesota - B. Air entraining admixture. b. Wastewater Treatment Plant - D.…
Q: ng method of scction. "[HJ"kN "[H]"kN "[H]"kN "[EJ"kN "[G]"m te: E=22, H=12 225m 4.0m 4.0m 4.0 m
A:
Q: On a two-lane signalized intersection approach that has a peak 15-minute arrival rate of 900 vph, a…
A: Given data: 2- Lane peak 15-minutes flow = 900 vph saturation flow rate = 1800 vph per lane. cycle…
Q: Two tangents in profile meet at a vertical point of intersection (VPI). The entrance tangent grade…
A: Given Data: g1= 5% g2= -3% PVTelv= 4500 PVT= 242 PVI= 61 Tp find PVIelv
Q: H=81.137 O H=91.137 O H=71.137 C H=61.137 Exz- If the lowrate between two tanks is (o.s m/s), And…
A: To Determine Head loss, H
Q: 2. The scoop holds a 2,000 N weight concentrated at G. If all links are in duplicate, determine the…
A:
Q: In Unconfined test, which of the following parameters do not need to be recorded he confining…
A: Answer : The confine pressure do not need to be recorded.
Q: 60 KN 3 m 50 kN/m 10 k B 1 m 5 m
A:
Q: Soil shall be considered expansive if Plasticity Index (PI) is 10 15 12
A: More plasticity index means soil have high potential of shrinkage and swelling tedency and causing…
Q: A simply supported wood beam of rectangular cross section and span length, L = 1.2 m carries a…
A: w = q = 5.4 x 0.14 x 0.24 = 0.18144 KN/m fb (allowable bending stress) = 8.5 N/mm2 ζ (allowable…
Q: A footing 2 m x 3 m in size transmits a bearing pressure of 140 kN/m2 on a soil x 104 kN/m2 and u =…
A:
Q: the BOD analysis on an industrial w: so that the initial bacterial density it ired to produce a…
A: using relationNt=NoektNt=20e0.04t
Q: In the truss system shown, calculate (a) the reations at support A and I, (b) The forces in cach…
A: Truss: - It is a pin jointed frame where bending moment does not exist in members carry only axial…
Q: gra imum base width eg rity of concrete = 2.4 nt for full uplift 1 ion = 0.8 %3D
A:
Q: Mr. Cruz decided to flipped a coin five times, what is the probability of getting at most 3 tails?
A: Tossing a coin 5 times
Step by step
Solved in 2 steps with 2 images
- In the cage system below; It is under the effect of a P=250 kN load acting at an angle of θ=30° from the point C. Calculate the horizontal displacement (cm) to the right at point C. (E=2000 kN/cm² and A=50 cm² will be taken for all bars.)If a triangle of height d and base a is vertical and submerged in liquid with its vertex a distance below the liquid surface, determine the depth to its center of pressure. What is the horizontal force acting on the triangle? Assume ? water = 9790 N/m3. f = depth to apex, 2m d = height of triangle, 1m a = width of triangle, 1m The horizontal force (N) acting on the triangle is:In the cage system below; It is under the effect of a P=250 kN load acting at an angle of θ=75° from the point C. Calculate the horizontal displacement (cm) to the right at point C. (E=2000 kN/cm2 and A=50 cm2 shall be taken for all rods.)
- The cylinder of weight, W, shown below is being hoisted up with the force F against the vertical wall. If us = 0.57 a. Determine the reaction force (resultant of normal force and frictional force) against the vertical wall. b. Calculate the force, F, needed to set the cylindrical roller in motion W or W1 (in kN) = 516A rectangular plate with a width of 16 m and height of 12 m is located 4 m below the water surface. The plate is tilted and makes angle of 35deg angle with the horizontal. The resultant hydrostatic force in kN acting on the top surface of this plate is a. 9745 b. 5190 c. 10,800 d. 8470I WILL RATE! 1. What is the Horizontal Reaction at A? A. 0 B. 10 kN (to the right) C. 10 kN (to the left) D. 5 kN (to the left) 2. What is the Vertical Reaction at A? A. 11.67 kN upwardsB. 20.33 kN upwardsC. 32 kN upwardsD. 8 kN downwards 3. What is the Vertical Reaction at H? A. 20.33 kN upwardB. 11.67 kN upwardC. 32 kN upwardD. 8 kN downward 4. What is the Vertical Deflection at F? A. 2.74 mm downwardB. 0.42 mm downwardC. 0.36 mm upwardD. 1.17 mm upward
- A square plate with 0.5m side length is placed in a water tank so that its centroid is in a depth of2.9m. If the flat surface of plate is placed in vertical plan and top edge is parallel to the freesurface, calculate the distance to the horizontal pressure force acting on one side of the surfacefrom the free surface.(a) 2.907 m(b) 3.000 m(c) 2.900 m(d) 3.010 mDetermine the vertical displacement of node A. Consider EA = 16x104 [kN-m]An open tank 3m by 3m in horizontal section weighs 4 kN and contains water to a depth of 1m. It is acted by an unbalanced force of 18 kN parallel to the pair of sides. a) Determine the acceleration of the tank. b) What must be the height of the tank so that no water will spill out? c) If the acceleration is increase by 4m/s2 , how much water will spill out?
- A 3-cm-diameter horizontal pipe attached to a surface makes a 90° turn to a vertical upward direction before the water is discharged at a velocity of 6 m/s. The horizontal section is 5 m long and the vertical section is 4 m long. Neglecting the mass of the pipe and considering the weight of the water contained in the pipe, the bending moment acting on the base of the pipe on the wall is (a) 11.9 N·m (b) 46.7 N·m (c) 127 N·m (d) 104 N·m (e) 74.8 N·mA rectangular scow 6.5 meter wide, 10 meter long and 4 meter high is submerged in fresh water by 2 meter. Its center of gravity is fixed at 3.2 meter above the bottom of the scow lying at the vertical axis of symmetry. An additional weight was placed in the scow causing it to submerge further. If the additional weight is equal to 360 kN and is placed 3 meter to the right of the axis of rotation, solve the following:1. Total draft2. Angle of tilt3. Moment arm, x4. Metacentric Heightgiven data : the slope of the dam 2v/1h so the height of the dam 12 m/ the all width of the dam will be 6 m (the width of the rectangular part is b-6)/ the depth of the dam 60m coefficient of sheer resistance = 0.75 gamma concrete 24 KN/m2 tailwater level of water converted into the channel directly behind the dam is 0.5 m (you will see that detail right of the picture drawn) the strip is 1 m (a force acting from water to dam ) height of the dam 12m height of water in the dam 10 m questions? 1- calculate all force in the picture W1/W2/u(uplift force)/Fh1/Fh2?(horizontal and vertical forces must all be calculated ) 2-Determine the dam weight needed to achieve a sliding factor of safety of 1.5 3-Determine the moments imposed at the dam toe. 4-Determine the dam weight needed to achieve an overturning factor of safety of 2. 5-Assuming that the dam downstream is with a slope of 1V/2H determine the dam base width to satisfy the stability requirements? 6-At the dam bottom an emergency…