Data for Triaxial Test:Initial Length = Lo = 83mm.Initial Diameter = Do = 38mm.Cell Pressure = õ3 =128 kpaDeformation (AL)(mm)0.10.3Load(N)30.970.6161.9489.65118.91.2128.771.4140.181.5146.71.6148.331.7144.711.8143.441- Find the maximum shear stress that will be resisted by soil before failure?2- Find the soil strength parameters (C, 0)?3- Draw Mohr circle.

Solution; Given data; σ3=128 kPaDo=38 mmL=83 mm

Data for Triaxial Test: www w Initial Length = Lo = 83mm. Initial Diameter = Do = 38mm. %3D Cell Pressure = 03 =128 kpa Deformation (AL) (mm) 0.1 Load (N) 30.97 0.3 61.94 89.65 118.9 0.6 1 1.2 128.77 1.4 140.18 1.5 146.7 1.6 1.7 1.8 148.33 144.71 143.44 1- Find the maximum shear stress that will be resisted by soil before failure? 2- Find the soil strength parameters (C, Ø)? 3- Draw Mohr circle.

Data for Triaxial Test: www w Initial Length = Lo = 83mm. Initial Diameter = Do = 38mm. %3D Cell Pressure = 03 =128 kpa Deformation (AL) (mm) 0.1 Load (N) 30.97 0.3 61.94 89.65 118.9 0.6 1 1.2 128.77 1.4 140.18 1.5 146.7 1.6 1.7 1.8 148.33 144.71 143.44 1- Find the maximum shear stress that will be resisted by soil before failure? 2- Find the soil strength parameters (C, Ø)? 3- Draw Mohr circle.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Problem #2 (5 points): Fig. 2 shows aluminum hollow rods (outer diameter is 2 in. and inner diameter is 1.5 in.) that are fixed to rigid walls. The gap between the rods is 0.005 in when the temperature is 60°E. If the temperature is 200°F, what is the stress in each rod? aai = 13 x 10/F, Eai = 12 x 10 ksi %3D 0.005 in. .8 in. Fig. 2 Page | 1
A circular aluminum alloy [E = 70 GPa; a = 22.5 x 10-6/°C; v=0.33] pipe has an outside diameter of 200 mm, a wall thickness of 5 mm, and a length of 5.4 m. The pipe supports a compressive load of 670 kN. After the temperature of the pipe drops 43°C, determine: (a) the axial deformation of the pipe. (b) the change in diameter of the pipe. Answer: (a) 6= i AD= i mm mm
The compound shaft shown consists of aluminum segment (1) and steel segment (2). Aluminum segment (1) is a tube with an outside diameter of D₁ = 4.15 in., a wall thickness of t₁ = 0.25 in., and a shear modulus of G₁ = 4,000 ksi. Steel segment (2) is a tube with an outside diameter of D₂ = 2.00 in., a wall thickness of t₂ = 0.125 in., and a shear modulus of G₂ = 12,000 ksi. The compound shaft is subjected to torques applied at B and C as shown. Determine the rotation angle of C with respect to the support at A. (1) 9 ft -0.0343 rad -0.0429 rad -0.0259 rad -0.0320 rad O-0.0460 rad 1,700 lb-ft B (2) 6 ft 650 lb-ft
Dates Name: Times Course: CIOSS sectional area =0.0012 m² 150 kW 4m A. 4m 4m E 4m thar 100 kN 200 ka t Value of RA to 2. Value RF stress ik member BE stress in member 8D membes 4. kla 5. Stress in CE
A circular aluminum alloy [E = 70 GPa; a = 22.5 × 10-6/°C; v = 0.33] pipe has an outside diameter of 215 mm, a wall thickness of 12 mm, and a length of 4.3 m. The pipe supports a compressive load of 695 kN. After the temperature of the pipe drops 43°C, determine: (a) the axial deformation of the pipe. (b) the change in diameter of the pipe. Answer: (a) ō = i AD = i mm mm
A circular aluminum alloy [E = 70 GPa; a = 22.5 x 10-6/°C; v = 0.33] pipe has an outside diameter of 270 mm, a wall thickness of 15 mm, and a length of 5.5 m. The pipe supports a compressive load of 635 kN. After the temperature of the pipe drops 45°C, determine: (a) the axial deformation of the pipe. (b) the change in diameter of the pipe. Answer: (a) 8 = i AD= i mm mm
The tensile test has been performed on a 50 mm long steel tube having 18 mm external diameter and 12 mm internal diameter. The axial load of 2 kN produced a stretch of 3.36 x 10-³ mm and a lateral contraction of the outer diameter of 3.62 x 104 mm. Calculate Young's modulus, Poisson's ratio and bulk modulus for the material
A hydraulic punch press is used to punch a slot in a 10-mm-thick plate, as illustrated. If the plate shears at a stress of 350 MPa, determine the minimum force P required to punch the slot. Punch 745 kN 942 kN 450 kN 872 kN 677 kN Slug Plate 20 mm 75 mm Plan view of slug
A circular aluminum alloy [E = 70 GPa; α = 22.5 × 10–6/°C; ν = 0.33] pipe has an outside diameter of 185 mm, a wall thickness of 5 mm, and a length of 5.0 m. The pipe supports a compressive load of 675 kN. After the temperature of the pipe drops 39°C, determine:(a) the axial deformation of the pipe.(b) the change in diameter of the pipe.
A circular aluminum alloy [E = 70 GPa; a = 22.5 x 10-6/°C; v=0.33] pipe has an outside diameter of 225 mm, a wall thickness of 15 mm, and a length of 5.0m. The pipe supports a compressive load of 670 kN. After the temperature of the pipe drops 48°C, determine: (a) the axial deformation of the pipe. (b) the change in diameter of the pipe. Answer: (a) 8 = mm AD= i mm
Q5. Determine the rod extension after tension test on a steel rod had the following results; Rod diameter = 30mm Rod length before test = 200mm Maximum applied load = 400KN Youngs modulus of elasticity = 25000N/mm %3D %3D
32 H.W tind longitudinal and hoor tensile stresses in the Wall of vessel Shown in figure, if the internal Bessure is 0.9 Ma and thickness of Wall is 6.4 mm? Ansi é =42.19 MPa + F= 62.8 Ma Also find ?5067 0.6m 0.6m