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Masonry Column Design Based on ACI 530-02 & UBC 97

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Description

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Name of Sheet :-Masonry Column Design Based on ACI 530-02

Name of Sheet :- Masonry Column Design Based on UBC 97

INPUT DATA & DESIGN SUMMARY

  • SPECIAL INSPECTION ( 0=NO, 1=YES )
  • TYPE OF MASONRY ( 1=CMU, 2=BRICK )
  • MASONRY STRENGTH
  • REBAR YIELD STRESS
  • LOAD TYPE ( 1=SEISMIC, 0=WIND, 5=GRAVITY)
  • SERVICE AXIAL LOAD
  • SERVICE SHEAR LOAD
  • MOMENT AT MIDHEIGHT
  • EFFECTIVE WIDTH
  • EFFECTIVE DEPTH
  • EFFECTIVE HEIGHT
  • VERTICAL REINF. (EACH SIDE)
  • HORIZ. TIES

ANALYSIS

  • TOTAL REINFORCEMENT AREA
  • EFFECTIVE COLUMN AREA
  • NET EFFECTIVE MOMENT OF INERTIA
  • RADIUS OF GYRATION
  • MASONRY ELASTICITY MODULUS
  • STEEL ELASTICITY MODULUS
  • CHECK VERTICAL REINFORCEMENT LIMITATION (ACI 530, 2.1.6.4)

THE ALLOWABLE STRESS DUE TO AXIAL LOAD ONLY IS

THE MAX. REINF. STRESS COMBINED AXIAL & FLEXURE IS

THE SHEAR DESIGN MAY BE DETERMIND FROM THE FOLLOWING EXPRESSION

Additional information

Product Name

Masonry Column Design Based on ACI 530-02 & UBC 97

Product Size

555 KB

Format

File Format

DEPARTMENT/COURSE

File Category

Need For

ACI 530-02, E-tabs Software, SAP2000, Softweres, Stadd PRO, UBC 97

Product Type

Provided By

Bush RC (NIT Agartala)

Uploaded By

Roop Chandra

Languages

English

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