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ICT For Development: Word Processing Tool

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ICT For Development MS Word Processing To get help on this; follow the PDF attached herewith;

ICT For Development: Word - Getting Started

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ICT For Development Word - Getting Started with Word Introduction Microsoft Word is a  word processing  application that allows you to create a variety of  documents , including letters, resume, and more. In this lesson, you'll learn how to navigate the Word interface and become familiar with some of its most important features, such as the  Ribbon ,  Quick Access Toolbar , and  Backstage view . About this tutorial The procedures in this tutorial will work for  all recent versions of Microsoft Word , including  Word 2019 ,  Word   2016 , and  Office 365 . There may be some slight differences, but for the most part these versions are similar. The Word interface When you open Word for the first time, the  Start screen  will appear. From here, you'll be able to create a  new document , choose a  template , and access your  recently edited documents . From the  Start Screen , locate and select the  Blank document  to access the Word interface. Working w

What is the formula for taking load from two way slab for beam design?

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How to calculate load from two-way slab on beam? As per Clause No  24.5 of IS 456: 2000 , the loads on beams supporting solid slabs spanning in two directions at right angles and supporting uniformly distributed loads, may be assumed to be in accordance with following Fig. Let us consider the following example: ABCD is a two-way slab ( L/B = 1.5<2 ) Assume: Dead load of slab : 0.125 x 25 = 3.1255 kN/m^2 (100 mm thick slab) Live load on slab : 3 kN/m^2 Total load = 5.5 kN/m^2 Now for finding force on beam BC the load will come from the triangular hatched part of slab So we multiply the load by vertical length of triangle to get load on beam per unit length 2 ∗ 5.5 = 11 k n / m 2 ∗ 5.5 = 11 k n / m fig (b) shows the disribution of load on beam BC ( same will be for beam DC ) (If we convert this load on beam as uniform load we will get maximum bending moment of 11 kN/m but now as we have considered this load in form of triangle so we will get a max