21. The floor system of a residential building (LL=1.9 KPa) consist of 125 mm thick reinforced 125mm thick reinforced concrete slab (unit weight = 23.6 KN/m^3) resting on three 8m spanned RC floor beams spaced at 2.0 meters on centers. Size of RC beam is 200mm x 450mm. NSCP 2015 Load factors: 1.2DL & 1.6LL. Assume simple supports. Calculate the unfactored beam self-weight in KN/m? Express your answer in 1 decimal place.

21. The floor system of a residential building (LL=1.9 KPa) consist of 125 mm thick reinforced 125mm thick reinforced concrete slab (unit weight = 23.6 KN/m^3) resting on three 8m spanned RC floor beams spaced at 2.0 meters on centers. Size of RC beam is 200mm x 450mm. NSCP 2015 Load factors: 1.2DL & 1.6LL. Assume simple supports. Calculate the unfactored beam self-weight in KN/m? Express your answer in 1 decimal place.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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