floor framing plan of a reinforced concrete building. All beams are 300 mm x 600 mm. The properties are as follows: slab thickness = 100 mm; super imposed dead load = 3 kPa; live load = 4.8 kPa; concrete unit weight = 24 kN/m3. The columns at E and H are deleted thus girder BEHK alone supports beam DEF at E and beam GHI at H. Calculate the total ultimate load in kN concentrated at E induced by beam DEF using tributary area method.
floor framing plan of a reinforced concrete building. All beams are 300 mm x 600 mm. The properties are as follows: slab thickness = 100 mm; super imposed dead load = 3 kPa; live load = 4.8 kPa; concrete unit weight = 24 kN/m3. The columns at E and H are deleted thus girder BEHK alone supports beam DEF at E and beam GHI at H. Calculate the total ultimate load in kN concentrated at E induced by beam DEF using tributary area method.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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shows the floor framing plan of a reinforced concrete building. All beams are 300 mm x 600 mm. The properties are as follows: slab thickness = 100 mm; super imposed dead load = 3 kPa; live load = 4.8 kPa; concrete unit weight = 24 kN/m3. The columns at E and H are deleted thus girder BEHK alone supports beam DEF at E and beam GHI at H.
Calculate the total ultimate load in kN concentrated at E induced by beam DEF using tributary area method.
Transcribed Image Text:В
2.5 m
2.5 m
IG
2.5 m
6.0 m
6.0 m
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