PAP may not always be the easiest with which to work. Even though many editing features are available on the market, not all offer a straightforward tool. We designed DocHub to make editing easy, no matter the file format. With DocHub, you can quickly and easily adapt motif in PAP. In addition to that, DocHub provides a range of additional tools including document creation, automation and management, industry-compliant eSignature tools, and integrations.
DocHub also lets you save effort by creating document templates from paperwork that you utilize frequently. In addition to that, you can make the most of our a lot of integrations that enable you to connect our editor to your most utilized programs effortlessly. Such a tool makes it quick and easy to work with your files without any delays.
DocHub is a useful feature for personal and corporate use. Not only does it offer a extensive suite of tools for document creation and editing, and eSignature implementation, but it also has a range of features that prove useful for producing multi-level and straightforward workflows. Anything imported to our editor is kept risk-free according to major industry requirements that shield users' data.
Make DocHub your go-to choice and streamline your document-based workflows effortlessly!
this video will outline the new features found in adapt ptrc 2018 released october 2018. and to do this weamp;#39;re going to run through an example or a model setup in the pt or rc input weamp;#39;ll go ahead and select ok and weamp;#39;re going to create a new file weamp;#39;re going to go ahead and navigate and youamp;#39;ll notice that in the new version we have two new codes that are selectable these are hong kong 2013 and australian 2009 when the european code is selected shown here and we have a one-way slab or a beam selected the program will consider and provide options for inclined stirrup angles and also for the compression strut angle per ec2 for one-way shear design and this will be shown under material reinforcement in these two entries for angle of shear reinforcement with beam and also angle of concrete compression strut with beam the calculations in methodology and the outcome of the shear reinforcement is then dependent on these two inputs and also the co