Description
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
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