Masonry Bearing Wall Design Based on ACI 530-02 & UBC 97

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