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

Description

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