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`) jQuery("#myTA").click(function() { this.focus(); this.select() }); var ta = document.getElementById('myTA'); // ta.addEventListener('copy', onCopyEvent); // ta.addEventListener('cut', onCopyEvent); ta.value = ''; clipboardDiv = document.createElement('div'); clipboardDiv.style.fontSize = '12pt'; // Prevent zooming on iOS // Reset box model clipboardDiv.style.border = '0'; clipboardDiv.style.padding = '0'; clipboardDiv.style.margin = '0'; // Move element out of screen clipboardDiv.style.position = 'fixed'; clipboardDiv.style['right'] = '-9999px'; clipboardDiv.style.top = (window.pageYOffset || document.documentElement.scrollTop) + 'px'; // more hiding clipboardDiv.setAttribute('readonly', ''); clipboardDiv.style.opacity = 0; clipboardDiv.style.pointerEvents = 'none'; clipboardDiv.style.zIndex = -1; clipboardDiv.setAttribute('tabindex', '0'); // so it can be focused clipboardDiv.innerHTML = ''; document.body.appendChild(clipboardDiv); function onCopyEvent(e) { e.preventDefault(); copyToClipboard(getTextAreaSelection(e.target)); // copy text // copyToClipboard(getTextAreaSelection(e.target)) // copyHtmlToClipboard(getTextAreaSelection(e.target)); // html } // function copyHtmlToClipboard(html) { // clipboardDiv.innerHTML = html; // var focused = document.activeElement; // clipboardDiv.focus(); // // window.getSelection().removeAllRanges(); // // var range = document.createRange(); // // range.setStartBefore(clipboardDiv.firstChild); // // range.setEndAfter(clipboardDiv.lastChild); // // window.getSelection().addRange(range); // var ok = false; // try { // if (document.execCommand('copy')) ok = true; // else utils.log('execCommand returned false !'); // } catch (err) { // utils.log('execCommand failed ! exception ' + err); // } // focused.focus(); // } function getTextAreaSelection(elem) { var selectedText; if (document.selection != undefined) // IE version { elem.focus(); var sel = document.selection.createRange(); selectedText = sel.text; } else if (elem.selectionStart != undefined) // Mozilla version { var startPos = elem.selectionStart; var endPos = elem.selectionEnd; selectedText = elem.value.substring(startPos, endPos) } return selectedText; } function copyToClipboard(text) { if (window.clipboardData && window.clipboardData.setData) { // Internet Explorer-specific code path to prevent textarea being shown while dialog is visible. return window.clipboardData.setData("Text", text); } else if (document.queryCommandSupported && document.queryCommandSupported("copy")) { var textarea = document.createElement("textarea"); textarea.textContent = text; textarea.style.position = "fixed"; // Prevent scrolling to bottom of page in Microsoft Edge. document.body.appendChild(textarea); textarea.select(); try { return document.execCommand("copy"); // Security exception may be thrown by some browsers. } catch (ex) { console.warn("Copy to clipboard failed.", ex); return false; } finally { document.body.removeChild(textarea); } } }


25 Important Points For Civil Site Engineers

Following are few general points to remember for civil site engineers
to make the construction work easier while maintaining quality of construction.
1- Minimum thickness of slab is 125 mm.
2- Water absorption should not be more than 15 %.
3- Dimension tolerance for cubes + – 2 mm.
4- Lapping is not allowed for the bars having diameters more than 36 mm.
5- Chair spacing maximum spacing is 1.00 m (or) 1 No per 1 m2.


6- For dowels rod minimum of 12 mm diameter should be used.
7- Chairs minimum of 12 mm diameter bars to be used.
8- Longitudinal reinforcement not less than 0.8% and more than 6% of gross C/S.
9- Minimum bars for square column is 4 No’s and 6 No’s for circular column.
10- Main bars in the slabs shall not be less than 8 mm (HYSD) or 10 mm (Plain bars) and the distributors not less than 8 mm and not more than 1/8 of slab thickness.


11- Minimum thickness of slab is 125 mm.
12- Dimension tolerance for cubes + 2 mm.
13- Free fall of concrete is allowed maximum to 1.50 m.
14- Lap slices not be used for bar larger than 36 mm.
15- Water absorption of bricks should not be more than 15 %.
16- PH value of the water should not be less than 6.
17- Compressive strength of Bricks is 3.5 N / mm
18- Use formulas: D2/162 to find unit weight of steel in kg/m where is Diameter of steel mm or D2/533 (kg/ft)


19- In steel reinforcement binding wire required is 8 kg per MT.
20- In soil filling as per IS code, 3 samples should be taken for core cutting test for every 100 m2.
21- Electrical conduits shall not run in column.
22- Earth work excavation for basement above 3 m should be stepped form.
23- Any back filling shall be compacted 95% of dry density at the optimum moisture content and in layers not more than 200 mm for filling above structure and 300 mm for no structure.
24- Cement shall be stored in dry places on a raised platform about 200 mm above floor level and 300 mm away from walls. Bags to be stacked not more than 10 bags high in such a manner that it is adequately protected from moisture and contamination.
25- A set of cube tests shall be carried out for each 30 cum of concrete / each levels of casting / each batch of cement.

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Engineering Discoveries: 25 Important Points For Civil Site Engineers
25 Important Points For Civil Site Engineers
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Engineering Discoveries
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