Description
Name of Sheet :- Design for Girder at Masonry Wall Based on ACI 530-02
INPUT DATA & DESIGN SUMMARY
- SPECIAL INSPECTION ( 0=NO, 1=YES )
- TYPE OF MASONRY ( 1=CMU, 2=BRICK )
- MASONRY STRENGTH
- REBAR YIELD STRESS
- GIRDER SERVICE LOAD
- ECCENTRICITY
- BEARING LENGTH
- SERVICE LATERAL LOAD
- SERVICE PARAPET LOAD
- THICKNESS OF WALL
- PARAPET HEIGHT
- WALL HEIGHT
ANALYSIS
- DETERMINE THE REGION FOR FLEXURE AND AXIAL LOAD (MDG Tab 12.2.1, Fig 12.2-12 & 13, page 12-25).
- CHECK REGION
- CAPACITY
THE ALLOWABLE SHEAR STRESS IS GIVEN BY - Wall is cracked but steel is in compression.
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