In a concrete pavement, during summer, at and soon after mid-day, the combined stress at the interior of the slab is equal to :
(a) Wheel load stress + Temperature warping stress + Sub grade resistance stress
(b) Wheel load stress + Temperature warping stress – Sub grade resistant stress
(c) Wheel load stress – Temperature warping stress + Sub grade resistant stress
(d) Wheel load stress – Temperature warping stress − Sub grade resistant stress
(a) Wheel load stress + Temperature warping stress + Sub grade resistance stress
(b) Wheel load stress + Temperature warping stress – Sub grade resistant stress
(c) Wheel load stress – Temperature warping stress + Sub grade resistant stress
(d) Wheel load stress – Temperature warping stress − Sub grade resistant stress