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.