Evacuation Center / Covered Court

One of my project wherein I and Engr. Ray Ramilo worked together and hand in hand for the Structural Analysis and Design Calculation, preliminary design, final design. We are the contractor of this 22meter span x 33meter, using 10mmx4"x4" Angle Bars, 3mmx2"x8" C Shape Purlins... These STEEL TRUSSES was designed to withstand 280-300 KPH wind speed. TYPHOON NONA with WIND SPEED OF 280-320 KPH that hit Northern Samar on December 14, 2015 didn't destroy the roof framing and roofing while some structures in Northern Samar were severely destroyed, some partially damaged..

History of Structural Steel, Design and Construction

I will post about this topic soon..based on research, studies, reading of numerous books authored by Professor Charles G. Salmon, P.E., PhD., Professor William Segui, P.E., PhD., Professor Jack C. McCormac, P.E., PhD., Venancio I. Besavilla, C.E. Master in Management Engineering author of books, Philippines, daniel T. Li-Structural Engineer State of California, USA.

Industrial Arch Truss -Railway Station

Steel Construction Manual

Steel Column -Tube and Pipes by Daniel T. Li-Structural Engineer, USA

Steel Purlin by Daniel T. Li-Structural Engineer-California, USA

Steel Purlin Design -I developed this for my Design

Steel Angle Bars

Double Angle Capacity

Steel Truss using AISC 13th edition specifications