C30/S420 D=340 mm Dcore 290 mm fore D Longitudinal Reinforcement: 6-14 Spiral Reinforcement: $8/80 mm (a) Determine the design axial load capacity of the member for the start of the concrete cover spalling (Nort) and for the ultimate core crushing (Nor2). (b) Check the safety of this column according to TS500 if G=750 kN and Q=550 kN
C30/S420 D=340 mm Dcore 290 mm fore D Longitudinal Reinforcement: 6-14 Spiral Reinforcement: $8/80 mm (a) Determine the design axial load capacity of the member for the start of the concrete cover spalling (Nort) and for the ultimate core crushing (Nor2). (b) Check the safety of this column according to TS500 if G=750 kN and Q=550 kN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:C30/S420
D=340 mm
Dcore 290 mm
Deore
D
Longitudinal Reinforcement: 6-14
Spiral Reinforcement: $8/80 mm
(a) Determine the design axial load capacity of the member for the start of the concrete
cover spalling (Nort) and for the ultimate core crushing (Nor2).
(b) Check the safety of this column according to TS500 if G-750 kN and Q-550 kN
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