Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Complete answerarrow_forwardPlease solve this probelm with clear step by step soltuions and calculations so I can understand. I want to understand the theroy and concept behind this question so if you could please explain I would really appreciate thatarrow_forwardThe copper pipe has an outer diameter of 2.50 in. and an inner diameter of 2.30 in. If it is tightly secured to the wall at C and a uniformly distributed torque is applied to it as shown, determine the shear stress developed at points A and B. These points lie on the pipe’s outer surface. Sketch the shear stress on volume elements located at A and B. . The copper pipe has an outer diameter of 2.50 in. and an inner diameter of 2.30 in. If it is tightly secured to the wall at C and it is subjected to the uniformly distributed torque along its entire length, determine the absolute maximum shear stress in the pipe. Discuss the validity of this result.arrow_forward
- 11. (a) Plot Mohr envelopes of strength for (1) = 0°, (2) = 30°, (3) = 60°, and (4) = 90° for the slate whose strength anisotropy is described by Equation 3.18a and 3.19a. (b) Plot the peak compressive strength of the slate as a function of for (1) 03 = 0 and (2) σ3 = 30 MPa.arrow_forwardA tall open topped stand pipe has an inside diameter of 2750 mm and a wall of thickness 6 mm. The stand pipe contains water which has a mass density of 1000 kg/m³. What height of water will produce a circumferential stress of 16 MPa, in the wall of the stand pipe?arrow_forwardQ. 1. (b) A thin walled tube with an internal diameter of 35 cm and a wall thickness of 6 mm is subjected to an internal pressure of 70 kg/cm², an axial tensile load of 10000 kg and a twisting moment. The yield point stress in tension is 2800 kg/cm². Determine the maximum twisting moment that can be applied, based on the maximum shear stress theory.arrow_forward
- A 120 cm diameter pipeline conveys oil (s=0.80) under a head of 150 m from the mainland to a nearby island, crossing a river (s=1.03) to a maximum depth of 6 m. If the pipe thickness is 8 mm, determine the stress in the pipewall in kPa. a.87,354.00 b.67,568.65 c.83,742,50 d.78,567.68arrow_forward2. Nitrogen gas at 15 °C has a density of 0.07616 Ibm/ft³ with a kinematic viscosity of .146 cm²/s forms a boundary layer near a solid wall. The velocity distribution in that boundary layer is given by the expression u = 1-e where U = 15 m/s and 8 = 1.2 cm. Find the shear stress at the wall (y=0.005 m).arrow_forwardThe pressure drop in a 15 cm dia horizontal pipe is 100 kPa in a distance of 10 m. Then find the shear stress in the pipe wall in kPa.arrow_forward
- Determine the block shear capacity of the following plate with holes shown. The holes are 0.026m in diameter. The plate is 0.060m thick. Allowable shear stress = 120MPa, allowable tension stress = 160 MPa.arrow_forwardStress=100MN/m Area=bh b=0.5m h=? Determine the stress in members BC, CD and CE A= bharrow_forwardQUESTION 3) For the cross-section having uniform wall thickness given in the figure; a) Find the location of shear center (e). b) Obtain the shear stress diagram that will occur if a shear force of Ty = 40 kN is applied to the shear center. (t=10mm, as 100mm) 2a 슈arrow_forward
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