Beam to Wall Anchorage Design Spreadsheet
Beam to Wall Anchorage Design Based on TMS 402-16/13
Beam to Wall Anchorage Design Based on TMS 402-16/13
Beam Bolted Splice Design Based on AISC 360-10/16
Design for Concrete Beam with Penetration Based on ACI 318-14
Basement Masonry Wall Design Based on TMS 402-16/13
Basement Concrete Wall Design Based on ACI 318-14
Basement Column Supporting Lateral Resisting Frame Based on ACI 318-14
Angle Steel Member Capacity Based on AISC 360-10/16
For unequal-leg angle, the bending capacity are based on smaller equal-leg angle section, so AISC 360-10 H1 used in lieu of H2.
Bamboo is a rapidly renewable green material, with high structural capacity, and laminated cost less.
This design method is developed by Daniel Tian Li, Ph.D., S.E. (4922), Contractor (A & B 937474), on 5-19-2016 and fully supported by DJ Engineers & Builders Inc, including Beam, Column, Floor, and Frame.