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)
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