Ex/ 1 Determine the allowable design axial s9uare, Short tied . 29 bars. load on a 300mm Column rein forced with Four no. fe =28 Mpa , fy - 420 MPa. ans = 1658 KN

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine the allowable design axial
load on a 300 mm s94are, Short tied
Column rein forcedwith Four
fe =28 MPa Fy
no. 29 bars.
- 420 MPa,
ans =
1658 KN
Ex 2
Design a round spiral Glumn to support on
axial dead lod Polof 1o9okN and an axial
Pz003
live load (P) of 1363 ku. use P=003
P =28 MPa, -420 MPa. bor Ø 32,
%3D
ansll
Ag = 166190.2514 s D = 460mm )
Ast = 4817 mm?
%3D
No of bar 6Ø 32
Transcribed Image Text:Determine the allowable design axial load on a 300 mm s94are, Short tied Column rein forcedwith Four fe =28 MPa Fy no. 29 bars. - 420 MPa, ans = 1658 KN Ex 2 Design a round spiral Glumn to support on axial dead lod Polof 1o9okN and an axial Pz003 live load (P) of 1363 ku. use P=003 P =28 MPa, -420 MPa. bor Ø 32, %3D ansll Ag = 166190.2514 s D = 460mm ) Ast = 4817 mm? %3D No of bar 6Ø 32
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