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This document summarizes the column section design of a medium reinforced concrete moment frame with a length of 3000 mm and cross section of 300x300 mm. It includes the material properties, load combinations, axial force and moment design, shear design, reinforcement requirements, and notes that the required reinforcement exceeds the maximum allowed. Key design checks like compression ratio and beam/column capacity ratios are reported as well.

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Burim Zeqiri
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120 views1 page

Document

This document summarizes the column section design of a medium reinforced concrete moment frame with a length of 3000 mm and cross section of 300x300 mm. It includes the material properties, load combinations, axial force and moment design, shear design, reinforcement requirements, and notes that the required reinforcement exceeds the maximum allowed. Key design checks like compression ratio and beam/column capacity ratios are reported as well.

Uploaded by

Burim Zeqiri
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Project

Job Number
Engineer
SAP2000

Eurocode 2-2004 COLUMN SECTION DESIGN Type: DC MEDIUM MRF Units: N, mm, C (Summary)

L=3000.000
Element : 70 B=300.000 D=300.000 dc=57.026
Section ID : SH 30x30 E=31000.000 fck,cyl=25.000 Lt.Wt. Fac.=1.000
Combo ID : UDCON10 fyk=500.000 fywk=500.000
Station Loc : 3000.000 RLLF=1.000 SOM: Nominal Curvature
Combo Eq. : Eq. 6.10

Gamma(Concrete): 1.500 AlphaCC=1.000 AlphaCT=1.000


Gamma(Steel) : 1.150 AlphaLCC=0.850 AlphaLCT=0.850

AXIAL FORCE & BIAXIAL MOMENT DESIGN FOR NEd, MEd2, MEd3
Rebar Design Design Design Minimum Minimum
Area NEd MEd2 MEd3 M2 M3
O/S #2 603694.305 203077937.0 21274357.33 12073886.10 12073886.10

AXIAL FORCE & BIAXIAL MOMENT FACTORS


M0Ed Madd Minimum Beta L
Moment Moment Ecc Factor Length
Major Bending(M3) 21274357.33 0.000 20.000 1.000 3000.000
Minor Bending(M2) 203077937.0 0.000 20.000 1.000 3000.000

SHEAR DESIGN FOR V2,V3


Rebar Shear Shear Shear Tan(Theta)
Asw/s VEd VRdc VRds Ratio
Major Shear(V2) 1.594 151533.797 97906.884 151533.797 0.000
Minor Shear(V3) 1.685 160179.320 97906.884 160179.320 0.000

AXIAL COMPRESSION RATIO


Conc.Capa CompRatio CompRatio Seismic CompCheck Ratio
A*fcd Ned/(A*fcd) Limit Load? Needed? OK?
1500000.000 0.402 0.650 Yes Yes Yes

JOINT SHEAR DESIGN


Joint Shear Shear Shear Shear Shear Joint
Ash VEd,Top Vjhd Vrd,Conc Ratio Area
Major Shear(V2) N/C N/C N/C N/C N/C N/C
Minor Shear(V3) N/C N/C N/C N/C N/C N/C

(1.3) BEAM/COLUMN CAPACITY RATIOS


Major Minor
Ratio Ratio
N/A N/A

O/S #2 Reinforcing required exceeds maximum allowed

Notes:
N/A: Not Applicable
N/C: Not Calculated
N/N: Not Needed

C:\Users\blacksn0w\Desktop\SAP - Kurs\Grupi SAP janar 2018\USHTRIMET\MODELI SHPIJA1.sdb 2/1/2018 6:41 PM

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