{"id":2175,"date":"2017-09-22T11:59:00","date_gmt":"2017-09-22T06:29:00","guid":{"rendered":"https:\/\/www.onlinecivilforum.com\/site\/?p=2175"},"modified":"2022-12-13T11:33:40","modified_gmt":"2022-12-13T06:03:40","slug":"civil-engineering-basic-knowledge","status":"publish","type":"post","link":"https:\/\/onlinecivilforum.com\/site\/civil-engineering-basic-knowledge\/","title":{"rendered":"Civil Engineering Basic Knowledge"},"content":{"rendered":"<h2>Civil Engineering Basic Knowledge<\/h2>\n<p>Cement&#8217;s intial setting time should be <strong>30 min(Minimum) and 90 min(maximum).<\/strong><\/p>\n<p>Final setting time of cement should be<strong>=10 hours<\/strong><\/p>\n<h3>What type of test should perform for a road&#8217;s improved subgrade sand filling:<\/h3>\n<p>1.FM of fine aggregates<\/p>\n<p>2.California bearing ratio<\/p>\n<p>3.Dynamic cone penetration test<\/p>\n<p>4.MDD of fine aggregate<\/p>\n<p>5.Field Dry Density.<\/p>\n<h3>What type of test should perform for earth filling in Embankment with specified soil:<\/h3>\n<p>1.Plastisity index.<\/p>\n<h3>What type of test should perform for Concrete Work:<\/h3>\n<p>1.Setting time of cement<\/p>\n<p>2.Compressive strength of cement<\/p>\n<p>3.Gradation of Coarse aggregates.<\/p>\n<p>4.FM of fine aggregates.<\/p>\n<p>5.Water absorption of coarse aggregates<\/p>\n<p>6.Loss angels abrasion test<\/p>\n<p>7.Concrete cylinder casting &amp; testing<\/p>\n<h3>What type of test should perform for M.S High strength deform bar<\/h3>\n<p>1.Tensile strength,Elongation and unit wt.<\/p>\n<p>What type of test should be perform for Brick work:<\/p>\n<p>1.Setting time of cement<\/p>\n<p>2.Compressive strength of cement<\/p>\n<p>3.FM of fine aggregates<\/p>\n<p>4.Compressive strength of brick<\/p>\n<p>5.Water absorption of brick<\/p>\n<p>6.Efflorescence of brick.<\/p>\n<p>Local sand FM limit should be <strong>0.5 to 0.8<\/strong><\/p>\n<p>Toak sand FM limit should be <strong>1.2 to 1.8<\/strong><\/p>\n<p>Coarse sand or shylhet sand FM should be <strong>2.5<\/strong><\/p>\n<p>At improved sub grade <strong>0.5 to 0.8 FM<\/strong> sand should be used.<\/p>\n<p>1.Ms Flat bar weight determine equation<strong>=0.00785A<\/strong><\/p>\n<p>2.Brick require for 1 square meter one brick flat soling<strong>=32nos.<\/strong><\/p>\n<p>3.Brick require for 1 squre meter one layer herring bone bond soling<strong>=52nos.<\/strong><\/p>\n<p>4.Cement require for 9.3 squre meter neat cement finishing<strong>=1\/2bag or 25kg<\/strong><\/p>\n<p>5.A head mason can work<strong> 25-30 cum<\/strong> brick work in a day.<\/p>\n<p>1.Lintel thicknessshould be <strong>15cm.<\/strong><\/p>\n<p>2.Parapet wall height should be<strong> 1 meter.<\/strong><\/p>\n<p>3.Window height should be <strong>120cm.<\/strong><\/p>\n<p>4.D.P.C thickness should be <strong>2.5cm<\/strong><\/p>\n<p>5.Plinth height should be <strong>45cm.<\/strong><\/p>\n<p>6.Measuremnt of riser should be <strong>15cm.<\/strong><\/p>\n<p>7.Building height should be <strong>315 cm<\/strong><\/p>\n<p>8.plaster thickness at ceiling should be 6mm.<\/p>\n<h3>Q1:1 cum cement=how much bag?<\/h3>\n<p>answer:30 bags.<\/p>\n<h3>q2:1cum khoa=how much brick?<\/h3>\n<p>answer=300 nos<\/p>\n<p>q3:1bag cement=0.0347 cum cement.<\/p>\n<h3>Q1:What is the volume of per bag cement?<\/h3>\n<p>Answer:1.25 cubic ft<\/p>\n<h3>Q2:what is the weight of per bag cement?<\/h3>\n<p>Answer:50kg or 112pb<\/p>\n<h3>Q3:How much water absorb of a brick if the brick take rest for 24 hours in under neath the water?<\/h3>\n<p>answer:1\/5 or 1\/6 of the brick wt.<\/p>\n<p>Q4:what is the mesurement of a brick?answer:9.5in*4.5in*2.75in(without morter)<\/p>\n<p>answer:10in*5in*3in(with morter)<\/p>\n<h3>Q1:What is the weight of a first class brick?<\/h3>\n<p>answer:3.85kg<\/p>\n<h3>q2:What is the crushing strength of a first classbrick in per square in?<\/h3>\n<p>answer:not less than 1000 pound.<\/p>\n<h3>Q3:What is the tensile strength of a first class brick in per square in?<\/h3>\n<p>answer:not less than 3000 pound.<\/p>\n<h3>Q4:Which sand is mostly used for construction in Bangladesh?<\/h3>\n<p>answer:Domar sand or Dimla sand.<\/p>\n<p>1.Riser height of a staircase should be <strong>15 cm<\/strong><\/p>\n<p>2.A building height should be <strong>315 cm<\/strong><\/p>\n<p>3.Plaster thinkness at celling should be <strong>6 mm<\/strong><\/p>\n<p>4.Dry volume of a cc work is 3 times greater than wet volume of a cc work.<\/p>\n<p>5.1 cum water weight <strong>=1000kg<\/strong><\/p>\n<p>6.At DPC work how much Cem-seal or Impemo require for one bag cement?<strong>=1kg<\/strong><\/p>\n<p>7.At DPC work how much Padlo require for one bag cement?<strong>=2.5kg<\/strong><\/p>\n<p>8.At brick work the joint thickness between two bricks should be<strong>= 12 mm<\/strong><\/p>\n<p>9.The lapping measurement at Compreesion zone should be<strong>=24D(without hook)<\/strong><\/p>\n<p>10.The lapping measurement at Tensile zone should be<strong>=40D(Excluding Hook)<\/strong><\/p>\n<p>11.One hook length shoulb be<strong>=9D<\/strong><\/p>\n<p>12.For crank extra length measurement should be<strong>=0.50d<\/strong><\/p>\n<p>13.Stirrup length measurement Equation<strong>=2(A+B)+30 cm<\/strong><\/p>\n<p>14.Weight of step of a staircase<strong>=11.5r (r=rise in cm)<\/strong><\/p>\n<p>15.MS angle weight determine equation<strong>=0.00785A<\/strong><\/p>\n<p>16.MS plate weight determine equation<strong>=7.85t<\/strong><\/p>\n<p>17.Before use a brick for brick work how many time the brick should take rest underneath the water?<strong>=2 hours<\/strong><\/p>\n<p>18.How much brick require for 1 sqm brick flat soling?<strong>=32 nos<\/strong><\/p>\n<p>19.How much brick require for 1 sqft brick flat soling?<strong>=3 nos<\/strong><\/p>\n<p>20.How much sand require for 1 sqm brick flat soling?<strong>=0.02 cum<\/strong><\/p>\n<p>21.How much brick require for 1 sqm herring bonebond?<strong>=54 nos<\/strong><\/p>\n<p>22.How much brick require for 1 sqft herring bonebond?<strong>=5 nos<\/strong><\/p>\n<p>23.How much sand require for 1sqm herring bone bond?<strong>=0.03 cum<\/strong><\/p>\n<p>24.How much brick require for 1 sqm edging?<strong>=8 nos<\/strong><\/p>\n<p>25.Cement require for 1 sqm neat cement finishing?<strong>=3kg<\/strong><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Civil Engineering Basic Knowledge Cement&#8217;s intial setting time should be 30 min(Minimum) and 90 min(maximum). Final setting time of cement should be=10 hours What type of test should perform for a road&#8217;s improved subgrade sand filling: 1.FM of fine aggregates 2.California bearing ratio 3.Dynamic cone penetration test 4.MDD of fine aggregate 5.Field Dry Density. What &hellip;<\/p>\n","protected":false},"author":2264,"featured_media":2176,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"two_page_speed":[],"footnotes":""},"categories":[26],"tags":[335,29],"class_list":["post-2175","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-gendral-civil-engineering","tag-basic-knowledge","tag-civil-engineering"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.5 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Civil Engineering Basic Knowledge<\/title>\n<meta name=\"description\" content=\"Civil Engineering Basic Knowledge Cement&#039;s intial setting time should be 30 min(Minimum) and 90 min(maximum). 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