Example 2.2 A one way slab has effective span 3.6 m and is 150 mm thick. The live load expected on it is 3 kN/m². Determine (i) Design moment (ü) Design shear, and (i) Loads for checking serviceability.

Structural Analysis
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Chapter2: Loads On Structures
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Example 2.2 A one way slab has effective span 3.6 m and is 150 mm thick. The live load
expected on it is 3 kN/m². Determine
(i) Design moment
(i) Design shear, and
(iii) Loads for checking serviceability.
Transcribed Image Text:Example 2.2 A one way slab has effective span 3.6 m and is 150 mm thick. The live load expected on it is 3 kN/m². Determine (i) Design moment (i) Design shear, and (iii) Loads for checking serviceability.
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