Assume beam B-1 is simply-supported, compute for the maximum moment, M in kN-m due to load oombination 1.2D + 1.6L. Use live load, L= 1.90 kPa 2.80m 3.20m 100mm thk. concrete slab d= 400 mm fw= 200 mm ft 16 mm tw = 12 mm 6.50m use density of steel - 78 kN/cum density of concrete 24 kN/cum B-1

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Assume beam B-1 is simply-supported, compute for the maximum moment, M in kN-m due to load combination 1.2D + 1.8L.
Use live load, L = 1.90 kPa
2.80m
3.20m
100mm thk. concrete slab
d = 400 mm
fw= 200 mm
ft = 16 mm
tw = 12 mm
6.50m
use density of steel = 78 kN/cum
density of concrete = 24 kN/cum
B-1
Transcribed Image Text:Assume beam B-1 is simply-supported, compute for the maximum moment, M in kN-m due to load combination 1.2D + 1.8L. Use live load, L = 1.90 kPa 2.80m 3.20m 100mm thk. concrete slab d = 400 mm fw= 200 mm ft = 16 mm tw = 12 mm 6.50m use density of steel = 78 kN/cum density of concrete = 24 kN/cum B-1
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