Description
Name of Sheet :- Masonry Bearing Wall Design Based on ACI 530-02
Name of Sheet :- Masonry Bearing Wall Design Based on UBC 97
INPUT DATA & DESIGN SUMMARY
- TYPE OF MASONRY ( 1=CMU, 2=BRICK )
- MASONRY STRENGTH
- REBAR YIELD STRESS
- SERVICE DEAD LOAD
- LATERAL LOAD (E/1.4 or W)
- LATERAL LOAD (E/1.4 or W)
- THICKNESS OF WALL
- PARAPET HEIGHT
- WALL HEIGHT
- ECCENTRICITY
- WALL VERT. REINF. (ASV)
- SEISMIC COEFFICIENT
- IMPORTANCE FACTOR
ANALYSIS
- REINF. AREA AT EACH SIDE
- EFFECTIVE DEPTH
- WIDTH OF SECTION
- GROSS MOMENT OF INERTIA
- CHECK REINFORCING RATIO (UBC 2108.2.4.2)
- CHECK CAPACITY OF LOAD COMBINATION UBC(12-6), 0.9D+Eh
- CHECK CAPACITY OF LOAD COMBINATION UBC(12-5), (1.2+0.5CaI)D+0.5L+Eh
- THE EFFECTIVE AREA OF REINFORCING STEEL IS
- THE MOMENT AND DEFLECTION AT THE MID-HEIGHT OF THE WALL ARE GIVEN BY
- THE MOMENT CAPACITY OF THE WALL IS
- CHECK DEFLECTION LIMITATION BY SEC. 2108.2.4.6
- CHECK PARAPET BENDING CAPACITY
- CHECK SHEAR CAPACITY BY SEC. 2108.2.4.5
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