Engineer's Standpoint
***an engineer's personal journal blog!
Sunday, September 24, 2017
Wednesday, January 11, 2017
TV Patrol: 6 naitalang patay sa pananalasa ni 'Nona' sa N. Samar
Typhoon Nona Aftermath - Laoang Northern Samar, December 14, 2015
Secret Of The Pyramids - Part 2/2
Published on July 22, 2007
Secrets of the Pyramids
Reporter: Tara Brown
Secrets of the Pyramids
Reporter: Tara Brown
Saturday, February 27, 2016
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..
Thursday, November 19, 2015
Brian Cox visits the world's biggest vacuum chamber - Human Universe: Ep...
Northern Samar Gov. Jose Ong: We are not preventing anyone from running ...
Bawal ang Pasaway kay Mareng Wennie
Northern Samar Gov. Ong, ipinaliwanag ang kaniyang 2014 SALN | Bawal ang Pasaway kay Mareng Wennie...
My Fellow Nortehanon you may listen the interview of Mareng Wennie of the Governor of Northern Samar Jose Ong.
Sunday, January 25, 2015
Deflection Control as per American Concrete Institute -ACI 435-1995
1. Deflection Control provision as per ACI 435-1995- Reinforced Concrete One-way Flexural Members.
2. Deflection of Two-Way Slab Systems;
a. Minimum thickness requirements; as per section 9.5 of ACI 318, is shown in Table 4.2, are based on experience gained over many years.
Table 2.2 -ACI 435-1978 |
Table 2-4 -ACI 435-1978 |
Table 2-5 -ACI 318-1989 |
a. Minimum thickness requirements; as per section 9.5 of ACI 318, is shown in Table 4.2, are based on experience gained over many years.
Table 4.2 Maximum Permissible computed deflection |
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