The floor system of a residential building consists of 125mm thick reinforced concrete slab (unit weight =23.6KN/m^3) resting on the three 8m spanned RC floors beams spaced at 3.2 meters on center. Size of RC beam is 200mm x 450mm. NSCP 2015 load factors: 1.2 DL &1.6LL. Assume simple supports. Calculate the unfactored beam self-weight in KN/m? express your answer in 2 decimal places.
The floor system of a residential building consists of 125mm thick reinforced concrete slab (unit weight =23.6KN/m^3) resting on the three 8m spanned RC floors beams spaced at 3.2 meters on center. Size of RC beam is 200mm x 450mm. NSCP 2015 load factors: 1.2 DL &1.6LL. Assume simple supports. Calculate the unfactored beam self-weight in KN/m? express your answer in 2 decimal places.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The floor system of a residential building consists of 125mm thick reinforced concrete slab (unit weight =23.6KN/m^3) resting on the three 8m spanned RC floors beams spaced at 3.2 meters on center. Size of RC beam is 200mm x 450mm. NSCP 2015 load factors: 1.2 DL &1.6LL. Assume simple supports. Calculate the unfactored beam self-weight in KN/m? express your answer in 2 decimal places.
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