4.10 PROBLEMS 4.1 Calculate the maximum axial load below. Materials are, C20 and materials. (a) Section : 400x400 mm Long. reinforcement : 8-Ø16 (b) Section : 400x400 mm Long. reinforcement : 8-Ø26

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Chapter5: Beams
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Use the turkish standard TS500-2000

UTMAY
GIPTA
R)
AXIALLY LOADED MEMBERS
192
Calculate the maximum axial load that can be carried by the tied columns given
below. Materials are, C20 and S420. Use characteristic strength of both
4.10PROBLEMS
4.1
materials.
(a) Section: 400x400 mm
Long. reinforcement : 8-Ø16
(b) Section : 400x400 mm
Long. reinforcement : 8-Ø26
Transcribed Image Text:UTMAY GIPTA R) AXIALLY LOADED MEMBERS 192 Calculate the maximum axial load that can be carried by the tied columns given below. Materials are, C20 and S420. Use characteristic strength of both 4.10PROBLEMS 4.1 materials. (a) Section: 400x400 mm Long. reinforcement : 8-Ø16 (b) Section : 400x400 mm Long. reinforcement : 8-Ø26
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