OUR COMPANY IS ENGGAGED IN CONSTRUCTION ACTIVITY .WE ARE GOING TO PURCHASE EXACAVATOR MACHINE FROM THE INTERSTATE.WHETHER THE ABOVE PURCHASE COVERED BY ISSUING THE C FORM.
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All of the following are true regarding Ishikawa diagrams in the Quality Planning process except: A. They are also called cause-and-effect diagrams. B. They are also called fishbone diagrams. C. They are a tool and technique of this process. D. They are an output of this process.
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I used Etabs software to analyse a high-rise building. And I want to use templated UBC-codes inside to calculate the Seismic load. My question is: whether or not I have to control the seismic load by base shear load which is manual calculation? (just for more clarification: I can control this by input the scale factor into Eartquake definition in Etabs) I would highly appreciate your answer.
