Select a W16 A992 steel section for columns AB, BC, CD, DE, and EF. The frame carries the following loads: All joints are pin connected. The frame spacing is 10 meters on center. The splices are at points B and D. Use ASD only. Note. Neglect the bending and torsional moment of beams and columns.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Select a W16 A992 steel section for columns AB, BC, CD, DE, and
EF. The frame carries the following loads:

All joints are pin connected. The frame spacing is 10 meters on center. The splices are at points B and D. Use
ASD only. Note. Neglect the bending and torsional moment of beams and columns.

Roof:
Floors:
Concrete Slab:
Superimposed dead load:
Live load:
Concrete Slab at fifth floor:
Concrete Slab at fourth floor:
Superimposed dead load:
Live Load:
125 mm
1.0 kPa
2.4 kPa
125 mm
150 mm
4.8 kPa
4.8 kPa
4.2m
4-2m
5.4m
5.9m
5.9m
4@6m
B
D
6
गर
Transcribed Image Text:Roof: Floors: Concrete Slab: Superimposed dead load: Live load: Concrete Slab at fifth floor: Concrete Slab at fourth floor: Superimposed dead load: Live Load: 125 mm 1.0 kPa 2.4 kPa 125 mm 150 mm 4.8 kPa 4.8 kPa 4.2m 4-2m 5.4m 5.9m 5.9m 4@6m B D 6 गर
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