A New Blend of Taste for Adobong Kangkong

Prepare the usual estimated ingredients for adobong kangkong like minced garlic, diced onion, soy sauce and kangkong. For added ingredients you can add some ground pork and pork stock. If your wondering why is it no vinegar, its just that in my province, we don't use vinegar in what the Tagalogs called "Adobo". So, for the new blend of taste just put some oyster sauce. Cook it the usual way. Sautee the garlic and onions in a pan with any cooking oil you like but for additional aroma use an olive oil. Add the pork and put some black pepper then allow the pork to turn brown for a few minutes. Add a cup of water then put the pork stock, soy sauce and the oyster sauce and wait for it to boil. I suggest to easily dissolve the pork stock, crush it first until it becomes powder. Don't forget to put some umami seasoning (MSG) to add some luscious taste. Put the kangkong in the boiling pan and cook it for about 1-2 minutes. There you go! A new blend of taste for ADOBONG KANGKONG.

Oasys Analysis and Design of Concrete (ADC) v8.1

Oasys Analysis and Design of Concrete (ADC) v8.1


ADC analysis and designs reinforced concrete structural elements and sub-frames to a variety of national design codes.

General features:
* Wizards to guide users in setting up the model
* Units can be chosen from preset SI, kN-m, kip-ft of kip-in unit sets or specified individually for each component
* Select concrete and steel materials from a wide range of those available or defined by the user. Appropriate partial safety factors for all design codes are included
* Reinforcement layout is under user control with defaults provided for bar covers, diameters, limits, spacing and selection criteria
* Data checks are performed before design to identify invalid or inconsistent data

AdCol
AdCol analyses and designs rectangular, circular and hollow circular columns for axial loads and end moments in accordance with BS 8110, EC2 and Hong Kong design codes. Second order, slenderness, eccentric and construction imperfection effects are automatically included. AdCol offers a large number of bar arrangements and sizes for the user to choose.

Features:
* Single span columns with fully definable end conditions for both axes
* Loads may be axial or end moments; partial load factors are attributed to loads to create analysis cases
* Slenderness is determined from the clear height between end restraints, and either the end conditions or the buckling mode of the column
* Cross sections may be rectangular, circular or hollow circular

AdBeam
AdBeam analyses and designs continuous beams, continuous ribbed slabs, and continuous, one-way spanning, solid slabs in accordance with BS8110 and Hong Kong design codes, including moment redistribution. Support options include simple, encastré, cantilever, upper and lower columns, concrete walls, downstand or flush beams. Load factors and combinations are set to default values for ultimate load analysis to BS8110. They can however be edited by the user to perform serviceability limit analysis or to analyse other required load patterns. AdBeam checks all curtailment, shear, and span/effective depth requirements in accordance with the design code.

Following ultimate load analysis, AdBeam produces a complete reinforcement design, including curtailment, shear checks and span/effective depth checks. AdBeam can also perform moment redistribution before reinforcement design.

Features:
* Continuous reinforced concrete beams with or without column rotational restraints at supports
* Continuous reinforced concrete ribs with or without wall rotational restraints at supports
* Continuous reinforced flat soffit slabs with or without wall rotational restraints at supports
* Extreme end conditions may be encastré, pinned, cantilever, or column support
* Beam cross sections may be rectangular, taper, tee, taper-tee or general I sections; columns may be rectangular or circular
* Rib cross sections may be tee or taper-tee sections
* Loads may be point, uniform, linear, patch, tri-linear or moments; they can be classed as dead, imposed or user; partial load factors are attributed to each category in the load combinations module
* Concrete materials can differ between the beam and the column restraints
* Moment redistribution can be specified as a percentage, but remaining with the code allowable limits


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