72 in. 6 in. 11 @12 in. 144 in. A concrete slab has a width of 12 ft, a thickness of 10 in.., and a modulus of subgrade reac- ion of 300 pci. A 24,000-lb axle load with a wheel spacing of 6 ft is applied at the joint, with one wheel 6 in. from the edge, as shown in Figure P4.11. Determine the maximum bearing tress between concrete and dowel, assuming 100% load transfer, 0.25-in. joint opening. nd 1-in. dowel bars at 12 in. on centers. The maximum negative moment is assumed to ccur at a distance of 1.8e from the load, where e is the radius of relative stiffness. Answer: 3160 psi] h=10 in. 300 pci 1 in. dowels 025 in
72 in. 6 in. 11 @12 in. 144 in. A concrete slab has a width of 12 ft, a thickness of 10 in.., and a modulus of subgrade reac- ion of 300 pci. A 24,000-lb axle load with a wheel spacing of 6 ft is applied at the joint, with one wheel 6 in. from the edge, as shown in Figure P4.11. Determine the maximum bearing tress between concrete and dowel, assuming 100% load transfer, 0.25-in. joint opening. nd 1-in. dowel bars at 12 in. on centers. The maximum negative moment is assumed to ccur at a distance of 1.8e from the load, where e is the radius of relative stiffness. Answer: 3160 psi] h=10 in. 300 pci 1 in. dowels 025 in
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![72 in.
144 in.
11 @12 in.
6 in.
4.11 A concrete slab has a width of 12 ft, a thickness of 10 in., and a modulus of subgrade reac-
tion of 300 pci. A 24,000-lb axle load with a wheel spacing of 6 ft is applied at the joint, with
one wheel 6 in, from the edge, as shown in Figure P4.11. Determine the maximum bearing
stress between concrete and dowel, assuming 100% load transfer, 0.25-in. joint opening,
and 1-in. dowel bars at 12 in. on centers. The maximum negative moment is assumed to
occur at a distance of 1.8e from the load, where l is the radius of relative stiffness.
[Answer: 3160 psi]
h 10 in.
k = 300 pci
1 in. dowels
0.25 in.
FIGURE P4.11](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff116350b-280b-4335-b9a8-0d04d59a11c9%2F1be7ca47-d872-45e7-a4e0-c0a851d25b57%2F0pwwp5_processed.jpeg&w=3840&q=75)
Transcribed Image Text:72 in.
144 in.
11 @12 in.
6 in.
4.11 A concrete slab has a width of 12 ft, a thickness of 10 in., and a modulus of subgrade reac-
tion of 300 pci. A 24,000-lb axle load with a wheel spacing of 6 ft is applied at the joint, with
one wheel 6 in, from the edge, as shown in Figure P4.11. Determine the maximum bearing
stress between concrete and dowel, assuming 100% load transfer, 0.25-in. joint opening,
and 1-in. dowel bars at 12 in. on centers. The maximum negative moment is assumed to
occur at a distance of 1.8e from the load, where l is the radius of relative stiffness.
[Answer: 3160 psi]
h 10 in.
k = 300 pci
1 in. dowels
0.25 in.
FIGURE P4.11
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