Pier temporary work space diagram consisting of the composite plane, but for simplicity we can split and flat diagram calculated according to the following principles:
+ vertical load distribution for each plane according leverage principles
+ In each plane vertical load exerted on each node of the plane staging also the principle of leverage through the horizontal beam of the bar caps Statistics.
-To calculate temporary office, the best way going up SAP program used to analyze and calculate the internal forces in each bar.
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