Design a beam considering its flexure and shear resistance. The beam is at roof deck level. All data must be in conform to the NSCP code 2015(e.g. Live load and deadloads). Assume thickness of the slab is 150mm and the building is design as residential with a dimension of 10m x 8m. (Note that you have to relay on the beam length with the dimension given, thus make your own roof deck floor plan).

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Design a beam considering its flexure and shear
resistance. The beam is at roof deck level. All data
must be in conform to the NSCP code 2015(e.g.
Live load and deadloads). Assume thickness of
the slab is 150mm and the building is design as
residential with a dimension of 10m x 8m. (Note
that you have to relay on the beam length with the
dimension given, thus make your own roof deck
floor plan).
Transcribed Image Text:Instructions Design a beam considering its flexure and shear resistance. The beam is at roof deck level. All data must be in conform to the NSCP code 2015(e.g. Live load and deadloads). Assume thickness of the slab is 150mm and the building is design as residential with a dimension of 10m x 8m. (Note that you have to relay on the beam length with the dimension given, thus make your own roof deck floor plan).
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