Calculate the governing load combination for a secondary beam with effective width = 2.0 m Dead load Weight of slab = 3.0 kPa Ceiling services = 1.0 kPa Self-weight of beam = 1.0kN/m Imposed load - 0.2 kPa

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Chapter8: Mat Foundations
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Calculate the governing load combination for a secondary beam with effective width = 2.0 m Dead load Weight of slab = 3.0 kPa Ceiling services = 1.0 kPa Self-weight of beam = 1.0kN/m Imposed load - 0.2 kPa
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