8. A rigid pavement concrete slab is shown in the given figure. Determine the stress andalso max. deflection due to corner loadingh 10 in.k = 100 pcih 10 in,a = 6 in.9. Repeat problem (8) for interior loading case as shown in the given figure:Sk= 100 pcih = 10 in.k = 100 pcia = 6 in.a 6in.10,000 lb%i4₁10,000 lb10. Repeat problem (3) for edge loading cases (Circular or semi circular) as shown in thegiven figure:110,000 lb%c = ?D.?e = ?= ?11. A section of a highway with length of 10 Km was evaluated using the PavementCondition Rating Methods. The existing distresses along with this section are presentedin the given photos. The severity and extent levels of each distress are given with thephoto of the specified distress. The PCR form rating is also given.

Given data Thickness of the slab (h) = 10 in. Modulus of subgrade reaction (K) = 100 pci Radius of…

8. A rigid pavement concrete slab is shown in the given figure. Determine the stress and also max. deflection due to corner loading h 10 in. k = 100 pci h 10 in, a = 6 in. 9. Repeat problem (8) for interior loading case as shown in the given figure: k = 100 pci h = 10 in. k = 100 pci a = 6in. a = 6 in. 10,000 lb 4₁ 10,000 lb = ? 10. Repeat problem (3) for edge loading cases (Circular or semi circular) as shown in the given figure: 0 = ? 10,000 lb ? %c Ac ? 11. A section of a highway with length of 10 Km was evaluated using the Pavement Condition Rating Methods. The existing distresses along with this section are presented in the given photos. The severity and extent levels of each distress are given with the photo of the specified distress. The PCR form rating is also given.

8. A rigid pavement concrete slab is shown in the given figure. Determine the stress and also max. deflection due to corner loading h 10 in. k = 100 pci h 10 in, a = 6 in. 9. Repeat problem (8) for interior loading case as shown in the given figure: k = 100 pci h = 10 in. k = 100 pci a = 6in. a = 6 in. 10,000 lb 4₁ 10,000 lb = ? 10. Repeat problem (3) for edge loading cases (Circular or semi circular) as shown in the given figure: 0 = ? 10,000 lb ? %c Ac ? 11. A section of a highway with length of 10 Km was evaluated using the Pavement Condition Rating Methods. The existing distresses along with this section are presented in the given photos. The severity and extent levels of each distress are given with the photo of the specified distress. The PCR form rating is also given.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Similar questions

A simply supported concrete rectangular beam has a cross-sectional dimension of 200mm x 300mm and length L=(3 + 21/5)m, is to be analyze in flexure, unit weight of the beam is 24kN/m^3. Concrete properties: f'c=28MPA, normal weight concrete, Es=200000MPA
From question 1 to 5
q_27
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Correct answer only
A simply supported concrete rectangular beam has a cross-sectional dimension of 200mm x 300mm and length L=(3 + 21/5)m, is to be analyze in flexure, unit weight of the beam is 24kN/m^3. Concrete properties: f'c=28MPA, normal weight concrete, Es=200000MPA
A concrete slab of size 4.5 m x 2.5 m is subjected to wheel load 4000 kg with the tyre pressure of 5 kg/cm2. Determine the warping stress at the corner using the following given parameters. Elastic modulus of concrete = 2.8 x 105 kg/cm2 Thickness of concrete slab = 30 cm Effective modulus of subgrade reaction = 8 x 106 kg/m3 Poisson's ratio of concrete = 0.15 Poisson's ratio of subgrade = 0.25 Thermal coefficient of concrete = 10 x 10-6/°c Temperature difference = 12°C
A 6-in.-diameter concrete test cylinder is loaded with a compressive force of 113.1 kips, as shown below. Determine the stress in the cylinder.