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

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Description

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Name of Sheet :- Masonry Beam Design Based on ACI 530-02 & UBC 97

INPUT DATA & DESIGN SUMMARY

  • SPECIAL INSPECTION ( 0=NO, 1=YES )
  • TYPE OF MASONRY ( 1=CMU, 2=BRICK )
  • MASONRY STRENGTH
  • REBAR YIELD STRESS
  • SERVICE SHEAR LOAD
  • SERVICE MOMENT LOAD
  • WIDTH
  • EFFECTIVE DEPTH
  • CLEAR SPAN
  • LOAD TYPE (1=SEISMIC, 0=WIND, 5=GRAVITY)
  • VERTICAL REINF.
  • TENSION REINFORCEMENT

ANALYSIS

  • ALLOWABLE STRESS FACTOR
  • ALLOWABLE REINF. STRESS
  • ALLOWABLE MASONRY STRESS
  • MASONRY ELASTICITY MODULUS
  • STEEL ELASTICITY MODULUS
  • EFFECTIVE WIDTH
  • MODULAR RATIO
  • TENSION REINFORCEMENT RATIO
  • THE TENSILE STRESS IN REINFORCEMENT DUE TO FLEXURE IS
  • THE COMPRESSIVE STRESS IN THE EXTREME FIBER DUE TO FLEXURE IS
  • THE SHEAR STRESS IN MASONRY IS
  • CHECK THE MINIMUM AREA OF SHEAR REINFORCEMENT REQUIRED

Additional information

Product Name

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

Product Size

319 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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