Description

Name of Sheet :- Design for Bending Post at Top of Wall, Based on ACI 530-02 & UBC 97

INPUT DATA & DESIGN SUMMARY

• MASONRY STRENGTH
• REBER YIELD STRESS
• SERVICE BENDING LOAD
• SERVICE SHEAR LOAD
• WALL THICKNESS
• ANCHORAGE REBARS
• BASE PLATE YIELD STRESS
• BASE PLATE WIDTH
• BASE PLATE LENGTH

ANALYSIS

• DETERMINE BASE PLATE THICKNESS (AISC-ASD F2.1, page 5-48)
• CHECK MASONRY BEARING CAPACITY (ACI 530 2.1.9.3 & UBC 2107.2.10)
• CHECK REBAR CAPACITY (ACI 530 2.3.2.1 & UBC 2107.2.11)
• CHECK SHEAR CAPACITY (ACI 530 2.1.4.2.3 & UBC 2107.1.5.3)
• DETERMINE LAP SPLICE LENGTH (ACI 530 2.1.10.6.1.1, UBC 2107.2.2.3)