data and figure attached* (assume suitable values for missing data) design beam 1, as a doubly reinforced RC beam (32MPa concrete, unit weight 26kN/m^3).  a) draw beam schematically with lengths and loading on top. b) find the magnitude of ultimate design loads  c) find bending moment

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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*data and figure attached* (assume suitable values for missing data)

design beam 1, as a doubly reinforced RC beam (32MPa concrete, unit weight 26kN/m^3). 

a) draw beam schematically with lengths and loading on top.

b) find the magnitude of ultimate design loads 

c) find bending moment

Internal Beam
400 mm
RC
COLUMN
BEAM 1
Transcribed Image Text:Internal Beam 400 mm RC COLUMN BEAM 1
Beam size -b (web) = 275mm, D=450mm (depth including slab)
Thickness (floor slab) - 180mm
Clear span of beam - 6.5m
Column cross section - 250mm x 400mm
Self-weight beam - 8.5kN/m
Concentrated dead load at midspan - 60kN
Concentrated live load at midspan - 20Kn
Uniform Dead load of flooring-3kN/m
Uniform Imposed live load on beam-2.5kN/m
Clear cover to reinforcement - 30mm
Allowable deflection - span/250
(Ctrl)
Transcribed Image Text:Beam size -b (web) = 275mm, D=450mm (depth including slab) Thickness (floor slab) - 180mm Clear span of beam - 6.5m Column cross section - 250mm x 400mm Self-weight beam - 8.5kN/m Concentrated dead load at midspan - 60kN Concentrated live load at midspan - 20Kn Uniform Dead load of flooring-3kN/m Uniform Imposed live load on beam-2.5kN/m Clear cover to reinforcement - 30mm Allowable deflection - span/250 (Ctrl)
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