Find the stresses at point C. 1.5 m 2.5 m 250 mm 125 mm 1.5 m
Q: Two circular shafts, 1 and 2, are joined together to resist torsion. Determine the maximum torsional…
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Q: Determine the maximum torsional shear stress in the 40-mm-diameter shaft. 150 mm 10 kN B 4 kN
A: torsion at B :TB=(6-2)×150×10-3×10-3=600N-mTA=(10-4)×100×10-3×10-3=600N-m
Q: The effective stress (kPa) at C is A 0.5 m y 16.0 kN/m? Ksat = 16.5 kN/m D. 0.5 m %3D Ysat = 20…
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Q: The space between two parallel horizontal plates is kept 5 mm apart. This is filled with crude oil…
A: Given data- space between plates dy=5 mm=5×10-3 mdynamic viscosity μ=2.5 kg-s/m2velocity v=1.75…
Q: For the shown two line loads on the ground surface. Determine the total vertical stress (Ao,) at…
A: The vertical stress is caused by the in the soil layer due to weight of the anything that is above…
Q: Determine the limiting peripheral velocity of a rotating steel ring if the allowable stress is 150…
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Q: Identify the loading diagram for the given shear force diagram. 9.60 kN 5.6 kN -4.40 kN 3 m 2 m 5 m
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Q: Problem 10.2. A stepped steel shaft with diameters d, = 56 mm and d = 52 mm is twisted by torques T;…
A: Given that: Torques, T1=2.5 kN.m and T2=1.5 kN.mDiameters, d1=56mm and d2=52mm…
Q: What is the location of the resultant force on a vertical triangular gate (1.2 m high x 1.5 wide)…
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Q: Question attached
A: The vertical stress can be calculated by using the following relation ∆σA=2qπaaα1+α2+bα1 where, q=γH…
Q: Two columns A and B are situated 6 m apart. Colum A transfers a load of 500 kN and column B, a load…
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Q: For equilibrium, compute the force in part B and its orientation for the given gusset plate. 8 kN…
A: The free body diagram of the given gusset plate is as follows:
Q: A tall open-topped standpipe has an inside diameter of 2,250 mm and a wall thickness of 8 mm. The…
A: Given, Inside diameter of the pipe, d= 2250mm Thickness of wall, t= 8mm Density of water, ρ= 1000…
Q: Q1: If the magnitude of p-2kips, find the combined stresses at points A 0.8 in 1 in. 0.5 in.
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Q: Determine the maximum compressive stress in the loaded beam shown. 50 kN 10 kN/m BA 5 m D 5 m 5 m 5…
A: To maintain equilibrium, the sum of vertical force acting on the beam is equal to zero,…
Q: Replace the distributed loading by an equivalent resultant force. Suppose that wi = 2 kN/m and w2 =…
A: Loading on left half (3.0 m) span w1=2.0 KN/m UDLLoading on right half span is varying load from…
Q: Problem 2 For the cross-section shown below, Mz = 150 kN.m and My = 250 kN.m. Determine the maximum…
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Q: Calculate the vertical stress at a depth of 50 ft below a point 10 ft oubide the corner (along the…
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Q: Problem 2 Two 10-kN forces are applied to a 20 x 60-mm rectangular bar as shown. Determine the…
A: We have to determine the value of the stress at point A when (a) b=0, (b) b 10 mm, (c) b=25 mm asper…
Q: 10 kN/m Section: C.G. 800 mm 250 mm 300 mm 15 m
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Q: For a moment M, = 95 kN.m and My = 185 kN.m, calculate the maximum and minimum stresses acting on…
A: assumption involved in theory of the bending material is isotropic , homogeneous and elastic in…
Q: Three principal stresses of 250, 100 and -150 MN/m? act in a direction X, Y and Z respectively.…
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Q: 2. A water tank, 5 m in diameter, is made from steel plates that are 15 mm thick. Find the maximum…
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Q: A pipe has a wall thickness of 7.5 cm and under a static head of 70 m of water. What is the diameter…
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Q: A shear wall with a total height of 20 m will be built to resist the following factored loads: Vu =…
A: Data Given: Axial Load (Pu) = 2000 kN Shear force (Vu) = 1000 kNMoment (Mu) = 7000 kN-m Height = 20…
Q: Problem (2): Shaft BC is hollow with inner and outer diameters of 90 mm and 120 mm, respectively.…
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Q: SECTION: 300 mm 10 KN m 800 mm B 15m P= 300 KN e = 250 mm A. Calculate the stress at the top located…
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Q: Determine the magnitude and location of the resultant for the distributed load system shown with…
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Q: 1200 kN 1500KN Q.3. Determine the vertical stress at points a and b due to the shown external loads.…
A: we will use boussinesq equation.
Q: For a linear stress variation over the base of the dam and neglecting hydrostatic uplift. 40m 120-1…
A: Solution: Given: B = 2+5+11 =18 m Assume necessary data: γconcrete= 25kN/m3; γwater=9.81 kN/m3…
Q: determine the upward seepage force if the Gs=2.6. determine the inter-granular stress at point A if…
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Q: Q4: A line load of 100 kN/m run extends to a long distance. Determine the intensity of vertical…
A: Given: The vertical line load is P=100 kN/m. The perpendicular distance from the line is xf=2 m. The…
Q: A trailer truck crossing a 10-m span circular beam (D = 400 mm) has axle loads of 7 KN, 9 KN, and 16…
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Q: Determine effective stress at point 5 m below the ground. Take G,=2.7 Ground level S= 0.6. v 30% 2 m…
A: Given data: Specific gravity of solids, Gs = 2.7 For soil at 0-2 m depth, S = 0.6 w = 30% = 0.3…
Q: Determine the stress in member dg. 13.33 KN (T) 21.33 KN (C) 14.17 KN (T) 52.00 KN (C) 8 kN MTM None…
A: Given:- A truss is given, The magnitude of the vertical force at B = 16 kN The magnitude of the…
Q: Calculate the maximum shear stress in the beam: 50 N/M 10mm 30 mm 10 mm 10m 40 mm
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Q: Determine the stress in member ch. A 13.33 kN (T) B) 21.33 kN (C) C) 14.17 kN (T) D) 52.00 KN (C) E)…
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Q: A hollow circular pole, 3 m high, has an outside diameter of 300 mm and a thickness of 6 mm. It is…
A: ##solution of given problem and CALCULATIONS of stresses of given parts###
Q: If the 60 mm diameter shaft is subjected to an axial force of 10 kN, determine the average shear…
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Q: Compute the increase in the stress at point A when two line loads of value 90 kN/m and 325 kN/m act…
A: Given: Line load 1, q1 = 90 kN/m Line load 2, q2 = 325 kN/m x1 = 4 m x2 = 2.5 m z = 3 m
Q: The normal stress (kPa) on a plane inclined at 30 degrees from the horizontal is most nearly (anti-…
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Q: Н.W 1. Calculate the angle of twist (0) for the bar using G = 85 x 10 N/mm? OG 100 mm 15 kN. m 2. If…
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Q: 1.5 m 3 m A SAND 4 m + = 28 ° B Y = 16.5 kN/m3 4 m 1.5 m
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Q: Two columns A and B are situated 6 m apart. column A transfer a load of 500 KN and colum B, a load…
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Q: The maximum bending moment and torsion in a shaft of diameter 0.5 m is 20 kN m and 15 kN m.…
A: Using formula
Q: The effective stress (kPa) at D due to capillary rise is A. 0.5 m D y= 16.0 kN/m3 Ysat = 16.5 kN/m3…
A: NOTE:- As per our guidelines we are supposed to answer one question at a time. So please repost…
Q: A rectangular channel 2.5 m wide carries water at a depth of 1.2 m. The bed slope of the channel is…
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Q: 2. A sign with dimensions of 2.0 m x 1.2 m is supported by a hollow circular pole having an outer…
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Q: Find the expressions to calculate the maximum normal and shear stresses for a circular profile: d…
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- Water flows at a rate of 3 m3/s through a 300 mm diameter pipe in which there is a 90 degreebend.(a) if the pressure at the entrance to the bend is 450 kN/m2 (absolute), determine the total force necessary to anchor the bend. FricLon losses can be neglected (b) if the bend was only 60 degree, by how much would the anchoring force change?A triangular plate is 2 m wide at the base of 3.6 m deep is vertically submerged in water with the vertex at the watersurface and its base is parallel to the water surface. Compute how far in meters, below the centroid of the plate is the horizontal resultant force acting on each side of it.What is the minimum width for the base of a dam 30m high if upward pressure beneath the dam is assumed uniformly from full hydrostatic head at the heel to zero at the toes? Use the resultant of the reacting force cut the base at the downstream edge of the middle third of the base at O and weight of the concrete is 2.5w.
- A wall footing 1 m wide carries a uniform load of 300 kN/m of wall length. Soil weights 16 kN/m^3.Using the influence chart, compute the total vertical increment of the loads at a depth of 3 m from the edge of the strip in kN/m. a. 48 b. 60 c. 156 d. 108Given the ff. data of dynamic lateral force procedure for buildings:Period of vibration: T = 0.8 secSpectral velocity, Sv = 0.15 m/secK = 15 158 kN/mmTotal W = 2400 kN Give the maximum relative displacement,the value of spectral acceleration,value of the lateral force of the tank in kN,the value of the maximum base shear in kN.A vertical gate in an irrigation canal holds back 3.2 m of water. Find the total force on the gate if its width is 4.5 m. Options: A. F=26 kN B. F=126 kN C. F=226 kN D. F=36 kN
- Explain about the Vane-Shear Test.A concrete gravity dam has the following data: Maximum water level = 300.00 m Bed level = 220.00 m R.L top of dam = 304.00 m %3D The d/s slope of 0.67:1 starts at RL of 295.00 m U/s face is vertical. Center line of the drainage gallery = 8.0 m from u/s face. Consider only weight of dam, water pressure and uplift pressure. Calculate only the normal stresses at the toe and heel of the dam, assuming 100% uplift pressure at the h eel and 50% at the gallery and zero at the toe.Find the total force on the side of a water-filled cylindrical tank with 5m height and 10m diameter woter =9800 N/m' a) 3848 KN b) 5547 KN Ocd 7696 KN d) 2770 KN
- Determine the allowable shear stress if W= 33,813lb.5. What is the factor of safety against overturning for the triangular dam? Determine the pressure distribution at the base of the dam. Neglect hydrostatic uplift. Use unit weight of concrete 24kN/m³.Construct the shear -force diagram and identify the largest negative shear force. Assume a = 3.1 ft, b = 6.2 ft, c= 12.4 ft, W= 1200 1b/ft. and Pa 1200 1b,