Stress- strain graph of decellularized, decalcified and untreated bone samples are given below for a compression test. Please indicate which curve belongs to which sample and comment on the reasons.
Q: 13. Determine the safe concentrated load that the 175 mm x 375 mm simple beam could carry over a…
A:
Q: Determine the force in each member of the framework shown in the figure that supports a vertical…
A:
Q: 30 kips 2 kips/ft 5 ft For the given beam determine: Vertical reaction at B, Bv = kips Maximum shear…
A:
Q: For the beam shown, calculate the magnitude of the bending stress (in psi) at the bottom of the beam…
A:
Q: An aluminum block (SG=2.5) has a dimension of 0.22 m x 0.22 m xh meters. It is floating in mercury…
A:
Q: Determine the bending moment 2.16 m to the right of point A for the beam shown belowif P = 1990 N, T…
A:
Q: A wood is floating in seawater (SG=1.03). Determine the volume (m³) of the wood that is exposed to…
A:
Q: Situation # 3: Assume that the frame in figure C is pin-connected at points A, B, and C, and that…
A:
Q: Find the shear and moment equations for the beam loaded as shown if P = 202 lb, W = 148 lb/ft, a =…
A: Given data P = 202 lb W = 148 lb/ft a = 4.7 ft b = 14.5 ft
Q: The maximum perm
A: Discharge =500lps=0.5m3sv=0.8msarea of channel =0.50.8=0.625m2so,Area of triangluar channel…
Q: ed in a layer of sand. The following is an approximation penetration resistance (q.) and the…
A: Given:- pile size=0.406m x 0.406m L=18.3m FS=4 To find:- allowable bearing capacity of the pile
Q: As illustrated in the figure, an inclined circular gate with a diameter of 4.6 meter has water on…
A:
Q: Q.2. A beam ABC with an overhang at one end supports a uniform load of intensity 12 kN/m and a…
A: Given the following beam,
Q: Determine the consolidation settlement for the foundation shown in the figure below. The so profile…
A:
Q: An aluminum block (SG=2.5) has a dimension of 0.24 m x 0.24 m xh meters. It is floating in mercury…
A:
Q: A wood beam carries the loading shown n the figure. Determine the smallest llowable width b of the…
A:
Q: Given lines AB,BC and CD, a reversed curve is to connect these three lines thus forming the…
A:
Q: A canal with depth 7 m and side slopes 1:1 has the following properties: Cohesion 10 kN/m², angle of…
A: given depth of canal H=7 mcohesion C=10 KN/m2angle of internal friction ϕ=20ovoid ratio…
Q: 5. Determine the required length of 175 mm x 325 mm cantilever beam that could carry a varying load…
A: The given data is: Rectangle beam, b*d=175 mm*325 mm Allowable flexural stress=4.8 MPa…
Q: between A and B. a= 3.11 meters b= 1.04 meters
A: Take SG of oil =0.8Take SG of Mercury =13.2so,
Q: Two designs for a beam are to be considered. Determined which one will support the loading shown…
A:
Q: For the beam shown, calculate the magnitude of the bending stress (in psi) at the top of the beam on…
A:
Q: te for the m
A:
Q: Q1/ Draw the distribution of the effective stress for section A-A in the following soil profile: A…
A: Given, Soil profile diagram Load = 150 kN
Q: Find the moment of inertia (lx, mm) of the composite shape from the bottom base. Type answer in two…
A: Divide the area into three parts. Then using parallel axis theorem the moment of inertia of whole…
Q: Consider the 10m long W 760x257 beam from problem 2, fixed at both ends. Determine the maximum…
A: Given values, Length L = 10 m; W 760 * 257 beam; Self weight = q KN/m
Q: Three reservoirs Z, Y, and X meet at junction P. Reservoir Y (25m above Reservoir X) is at Elev.…
A:
Q: A steel I-beam is suppose to be used as a bean, however, it was found out that the cross section co…
A: Given -
Q: Q2/ Statement: "The Equations of Two Phase Flow can be derived easily simply by using Material…
A: Material balance and Darcy's law can be used to create a two-dimensional flow equation: The term…
Q: On a railroad a -8% grade meets a +4% grade at station 2+700 whose elevation of 30.00 m. The maximum…
A: max allowable change in grade per station 20m is given 0.15 L = G2-G1γ = 0.4--0.80.15 = 8…
Q: Determine the foreces in the members marked by “x” in the truss loaded as shown belwo. Use method of…
A:
Q: A-For the city shown, check for section A-A? If served pop. By section A-A 70% of total pop of total…
A:
Q: Determine the deflection at C and the slope of the beam at A, B and C using Area-Moment Method. El…
A:
Q: A wood beam carries the loading shown in the figure. Determine the smallest allowable width b of the…
A:
Q: The properties of the reinforced concrete beam are b = 306 mm, d = 467 mm, Ast = 1007 mm2, and Est /…
A:
Q: kPa) b
A: Take SG of oil =0.8Take SG of Mercury =13.2so,Pressure difference :PA-γhg(a)-γoil(2b)-γhg(a)=PB
Q: 10. Determine the cross-section of a rectangular beam loaded as shown in the figure if the allowable…
A: Shear stress and bending stress The outcome of a load applied perpendicular to a member is normal…
Q: SITUATION: Draw the shear-force and bending-moment diagrams for the simply supported beam shown. 1.5…
A: To draw SFD and BMD
Q: Given a depth of burial of 10 kilometers, the density of 2.65 g/cm3, lithostatic stress to be 2.36…
A: Given, d = 10 km or 10000 m ρ = 2.65 g/cm3 or 2650 kg/m3 S = 2.86 kbar or 2.86 x 108 Pascal
Q: The two structural members, one of which is in tension and the other in compression, exert the…
A:
Q: Water flows at the rate of 12 m³/s, at a depth of 1.5 m, in a 10 m wide irrigation canal. Assume…
A:
Q: 0.4 (h=lol) { Calculate the deflection at midspan (h=0.5))) hum 0.39 Var. 0.60 S E=25x10 kN/m² I=…
A:
Q: SYSTEMATIC ERRORS IN TAPING + TAPE IS NOT OF STANDARD LENGTH A building 38 × 45 m is to be laid out…
A:
Q: Solve the Shear and Moment Ordinates and draw the Diagrams. 7 kN/m- 3 kN/m ← 2 m Al B 3 m C
A:
Q: -2m- 1.5m-1.5m Steel A = 900 mm² E = 200 GPa L = 1.5 m FIG. P2.65 Bronze A = 300 mm² E = 83 GPa L =…
A:
Q: A simply supported wood beam is reinforced with a steel plate of width b as shown in the figure. The…
A:
Q: For the beam shown, calculate the magnitude of the maximum compressive bending stress (in psi) if P…
A:
Q: If the resultant of the loads shown passes through point B, determine the equivalent force-couple…
A: For resultant of the load to pass through point B. Reaction force at A (RA) = 0
Q: Consider a standard flexural strength specimen of length L, width a, and depth a. Assume center…
A:
Q: I 4m Ax вк 100KN E I 6m Dx 2m Tay Toy Draw the Shear force, Bending Moment and Normal force diagrams…
A:
Step by step
Solved in 2 steps
- The followings are data from the unconfined compression test. Use these data to determine the unconfined compression strength of the soll and the undrained cohesion. Diameter of sample = 1.6 cm; Length of sample= 4.0 cm; Dial gauge factor = 0.02 mm Reading 0 20 Load (kN) 40 60 80 0.000 0.004 0.007 0.009 0.011 100 0.012 120 140 160 0.013 0.014 0.015 180 200 220 240 260 0.016 0.016 0.016 0.016 280 0.016 0.016What will be the shearing resistance of a sample of clay in an unconfined compression test, falls under a load of 150 N? Take change of cross-section Af=2181.7 mm2.1. Triaxial compression tests are done on quartzite rocks, the results are shown below. (0₁+03)/2 -964.25 14500 19575 23200 29000 43210 63075 psi (01-03)/2 964.25 14500 18850 21750 26100 35960 48575 psi Comment on the applicability of each of the Mohr-Coulomb, Griffith, and Hoek-Brown criteria for the testing results.
- 2. A series of consolidated, undrained triaxial tests were carried out on specimens of a saturated clay under no backpressure. The test data at failure are summarized: Confining Pressure (kPa) Deviator Stress (kPa) Pore Water Pressure (kPa) 150 192 80 300 341 154 450 504 222 a. Draw the Mohr circles and find the cohesion and friction angles in terms of effective stresses. b. Compute Skempton’s A-parameter at failure for all three specimens. c. Is the soil normally consolidated or overconsolidated? Why? d. Another specimen of the same clay that was consolidated under a cell pressure of 250 kPa was subjected to a consolidated, drained triaxial test. What would be the deviator stress at failure?The location of trial failure surface on a slope is shown in Figure and the stress components for each slice are listed in Table. Slice Shearing component _(kN.m·') -0.280 -0.227 0.383 3.214 6.543 8.368 9.792 Normal component (kŇ.m*) 1.911 7.745 13.139 16.344 17.625 16.718 12.125 0.486 Length of trial failure surface=11m Soil friction angle 6° Cohesion, c=28kPa No. 1 3 4 6. 4.228 Trial Fallure Surface (a) Compute the driving stress. (b) Compute the stabilizing stress. (c) Analyze the safety of the slope.SITUATION 5 Given: Data and Results for Unconfined Compression Test of Soil. Required: Find the Ultimate Compressive Strength and Undrained Shear Strength of soil. Data and Results for Unconfined Compression Test of Soil 87.26 mm 116.87 mm Diameter of the sample (d) Length of the sample (L.) Mass of the sample Load Dial 1044.95 gm. 1.92 N/ Div. Deformation Dial 0.001 in/ Div. Deformation Dial (Div.) 0 5 10 15 20 25 30 35 40 45 50 Load Dial (Div.) 0 40 55 60 72 81 85 91 97 103 109
- Determine the fracture pressure at 3,000 ft for Gulf Coast using Hubbert & Willis, Matthews & Kelly and Eaton's methods. The available data for this formation is given as %=0.41 K=0.000085 A-¹ Pg=2.6 P=1.074 Fa=0.45 hand written plz μ=0.36Plot the dota and determine the shear modulus for the proportional Strain. Torsion Test Data Sample radius = 0.175 inch. Sample length = 12.0 inches Show.wark on this skeet, %3D %3DRequired: noted. Please change data etc own data put ok make it questions with answers ok 11. Method of Consistent Deformation (2 or more redundants) Make it complex change data numbers then solve ok asap
- Why Is The Undrained Shear Strength Typically Lower In An Unconfined Compression Test Than In A UU Triaxial Test?3. A direct shear test on a joint under constant normal stress of 10 MPa gives the following results: 9.5+ Shear Stress 6 (MPa) Shear Displacment (mm) a) Calculate joint peak friction angle (ip ), joint residual friction angle (r ), asperity angle (i), and joint roughness coefficient (JRC). Assume JCS = 75 MPa. b) Sketch the expected shear stress/shear displacement curve for a smooth saw-cut joint in the same material.Find Wn for the shown slab when M- ve=2Mn and M+ve%3Mn for the shown slab use Yield Line Theory L XXX 1.5L