{"id":219,"date":"2021-05-29T05:07:08","date_gmt":"2021-05-29T05:07:08","guid":{"rendered":"https:\/\/structureauditagency.com\/?p=219"},"modified":"2021-05-29T05:07:10","modified_gmt":"2021-05-29T05:07:10","slug":"composite-slab-deflection-testing-report","status":"publish","type":"post","link":"https:\/\/structureauditagency.com\/?p=219","title":{"rendered":"COMPOSITE SLAB DEFLECTION TESTING REPORT"},"content":{"rendered":"\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"678\" height=\"485\" src=\"https:\/\/structureauditagency.com\/wp-content\/uploads\/2021\/05\/1-12.jpg\" alt=\"\" class=\"wp-image-220\" srcset=\"https:\/\/structureauditagency.com\/wp-content\/uploads\/2021\/05\/1-12.jpg 678w, https:\/\/structureauditagency.com\/wp-content\/uploads\/2021\/05\/1-12-300x215.jpg 300w\" sizes=\"auto, (max-width: 678px) 100vw, 678px\" \/><\/figure><\/div>\n\n\n\n<p class=\"has-text-align-center\"><strong>Prepared By:-<\/strong><\/p>\n\n\n\n<p class=\"has-text-align-center\"><strong>O.B DEVELOPERS<\/strong><\/p>\n\n\n\n<p class=\"has-text-align-center\">(STRUCTURE AUDIT AGENCY)<\/p>\n\n\n\n<p class=\"has-text-align-center\">F 14, Kalkaji Main Road , New Delhi-110019<\/p>\n\n\n\n<p class=\"has-text-align-center\">Email- strutureauditagency@gmail.com<\/p>\n\n\n\n<p class=\"has-text-align-center\">Call-+91-9717924616<\/p>\n\n\n\n<h2 class=\"wp-block-heading\"><a>1.&nbsp; INTRODUCTION<\/a><\/h2>\n\n\n\n<p>Deflection testing adopted as per M\/s O.B Developers. &nbsp;and it is used only to evaluate whether a structure or a portion of a structure satisfies the &nbsp;deflection safety requirements<\/p>\n\n\n\n<h2 class=\"wp-block-heading\"><a>2.&nbsp; SCOPE<\/a><\/h2>\n\n\n\n<p>To evaluate whether a structure or a portion of a structure satisfies the deflection safety requirements<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">2.1&nbsp; Some reasons why we need the load testing:<\/h2>\n\n\n\n<ul class=\"wp-block-list\"><li>Due to long unsupported span it\u2019s important to check weather structure deflection is in permissible limit of deflection or not as per data provided by M\/s xxxxxx.<\/li><li>Due to heavy load on top floor.<\/li><\/ul>\n\n\n\n<h2 class=\"wp-block-heading\"><a>3.&nbsp; REFERENCES:-<\/a><\/h2>\n\n\n\n<p>M\/s xxxxxx provided data for deflection locations and permissible limit.<\/p>\n\n\n\n<p>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Procedure for Deflection Check Test<\/p>\n\n\n\n<ol class=\"wp-block-list\" type=\"1\"><li>Platform preparation<\/li><li>Dial gauge assembling<\/li><li>Initial reading before support removal<\/li><li>Reading after some time of&nbsp; support removal<\/li><\/ol>\n\n\n\n<p><strong>4.1 Platform preparation<\/strong><\/p>\n\n\n\n<p><strong>&nbsp;&nbsp;&nbsp;&nbsp; Attachment of wire to existing beam<\/strong><\/p>\n\n\n\n<ul class=\"wp-block-list\"><li>Prepare a hook using 16mm or more diameter bar and weld it to the existing beam at all the location where dial gauge need to be fixed &amp; Attach the clutch wire (2mm diameter) with the hooks<\/li><\/ul>\n\n\n\n<p><strong>&nbsp;Platform for dial gauge<\/strong><\/p>\n\n\n\n<ol class=\"wp-block-list\" type=\"1\"><li>Prepare a leveled platform below the location of dial gauge to be fixed and placed a MS plate 300X300X20 minimum over the platform prepared. Height of dial gauge to be fixed as per site condition. Also a top platform of 300x300x10 needs to be prepared for fixing the wire with dial gauge.<\/li><\/ol>\n\n\n\n<p><strong>4.2 Dial gauge fixing<\/strong><\/p>\n\n\n\n<p><strong>&nbsp;&nbsp; <\/strong><strong>&nbsp;&nbsp;&nbsp;&nbsp;Dial gauge fixing<\/strong><\/p>\n\n\n\n<ol class=\"wp-block-list\" type=\"1\"><li>Fix dial gauge on MS plate using magnetic stand.<\/li><li>Fix the 2mm wire rope with top MS plate and fix the MS plate with dial gauge in a such a way that the value of dial gauge should be more than 0.5mm.<\/li><\/ol>\n\n\n\n<p><strong>4.3 Initial reading before support removal<\/strong><\/p>\n\n\n\n<p>&nbsp;&nbsp;&nbsp; Initial reading of the dial gauge to be noted before removal of the vertical props<\/p>\n\n\n\n<p><strong>4.4 Reading after removal of support<\/strong><\/p>\n\n\n\n<p>Reading of the dial gauge to be noted immediately after removal of the vertical prop<\/p>\n\n\n\n<p><strong>4.5 Reading after certain time of removal<\/strong><\/p>\n\n\n\n<p>Reading of the dial gauge to be noted after each 2 hour from the time of removal of support.<strong><\/strong><\/p>\n\n\n\n<p><strong>5 Dial Gauge Arrangements<\/strong><\/p>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"689\" height=\"533\" src=\"https:\/\/structureauditagency.com\/wp-content\/uploads\/2021\/05\/2-11.jpg\" alt=\"\" class=\"wp-image-221\" srcset=\"https:\/\/structureauditagency.com\/wp-content\/uploads\/2021\/05\/2-11.jpg 689w, https:\/\/structureauditagency.com\/wp-content\/uploads\/2021\/05\/2-11-300x232.jpg 300w\" sizes=\"auto, (max-width: 689px) 100vw, 689px\" \/><\/figure>\n\n\n\n<p><strong>6 Testing Result<\/strong><\/p>\n\n\n\n<figure class=\"wp-block-table is-style-stripes\"><table><tbody><tr><td><strong>Slab Deflection Test Wing A<\/strong><\/td><\/tr><tr><td><strong>Location- Xxxxxxx Pharma, &#8230;,&nbsp; WING A &nbsp;New &#8230;<\/strong><\/td><\/tr><tr><td><strong>Slab Marking- Truss D\/Truss 7 Cantilever Slab<\/strong><\/td><\/tr><tr><td><strong>Testing Slab :- S1\/Xxxxxxx\/&#8230;\/Deflection<\/strong><\/td><\/tr><tr><td><strong>Date:-&nbsp; 13\/04\/2021&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<\/strong><\/td><td><strong>Time:- 11:07 am<\/strong><\/td><td><strong>Temp:- 36 C<\/strong><\/td><\/tr><tr><td><strong>S.No<\/strong><\/td><td><strong>Particular<\/strong><\/td><td><strong>Dial Gauge ( value in mm) Marking &amp; Time<\/strong><\/td><td><strong>&nbsp;<\/strong><\/td><\/tr><tr><td><strong>D1\/Time<\/strong><\/td><td><strong>D2\/Time<\/strong><\/td><td><strong>D3\/Time<\/strong><\/td><td><strong>D4\/Time<\/strong><\/td><td><strong>D5\/Time<\/strong><\/td><td><strong>D6\/Time<\/strong><\/td><td><strong>D7\/Time<\/strong><\/td><td><strong>Temp<\/strong><\/td><\/tr><tr><td>1<\/td><td>Initial Reading Before Support Removal<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 3.52<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 5.58<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 5.89<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 5.22<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 7.14<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 5.92<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 6.18<\/td><td>36 C<\/td><\/tr><tr><td>11:07AM<\/td><\/tr><tr><td>2<\/td><td>Reading Immediately After Support Removal Between D4 &amp; D5<\/td><td>4.09<\/td><td>5.88<\/td><td>6.19<\/td><td>7.48<\/td><td>9.64<\/td><td>7<\/td><td>6.96<\/td><td>37 C&nbsp;&nbsp;<\/td><\/tr><tr><td>1:00PM<\/td><\/tr><tr><td>3<\/td><td>Reading Immediately After Support Removal Between D5 &amp; D6<\/td><td>4.58<\/td><td>6.09<\/td><td>7.16<\/td><td>8.69<\/td><td>11.94<\/td><td>9.21<\/td><td>8.25<\/td><td>38 C<\/td><\/tr><tr><td>2:00PM<\/td><\/tr><tr><td>4<\/td><td>Reading Immediately After Support Removal Between D6 &amp; D7<\/td><td>5.15<\/td><td>6.25<\/td><td>7.16<\/td><td>8.69<\/td><td>11.94<\/td><td>9.21<\/td><td>8.25<\/td><td>37 C<\/td><\/tr><tr><td>3:30PM<\/td><\/tr><tr><td>5<\/td><td>Reading Immediately After Support Removal Between D2 &amp; D3<\/td><td>6.16<\/td><td>7.57<\/td><td>11.49<\/td><td>10.78<\/td><td>13.25<\/td><td>10.38<\/td><td>8.64<\/td><td>34 C<\/td><\/tr><tr><td>4:30 PM<\/td><\/tr><tr><td>6<\/td><td>Reading Immediately After Support Removal&nbsp; left of D7<\/td><td>7.26<\/td><td>7.96<\/td><td>12.13<\/td><td>11.83<\/td><td>14.88<\/td><td>12.71<\/td><td>12.22<\/td><td>29 C<\/td><\/tr><tr><td>5:40 PM<\/td><\/tr><tr><td>7<\/td><td>Reading Immediately After Support Removal&nbsp; Right of D2<\/td><td>8.62<\/td><td>10.39<\/td><td>13.67<\/td><td>13.01<\/td><td>15.62<\/td><td>13.17<\/td><td>12.32<\/td><td>29 C<\/td><\/tr><tr><td>7:00 PM<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<figure class=\"wp-block-table is-style-stripes\"><table><tbody><tr><td><strong>Slab Deflection Test Wing A<\/strong><\/td><\/tr><tr><td><strong>Location- Xxxxxxx Pharma, &#8230;,&nbsp; WING A New &#8230;<\/strong><\/td><\/tr><tr><td><strong>Slab Marking- Truss D\/Truss 7 Cantilever Slab<\/strong><\/td><\/tr><tr><td><strong>Testing Slab :- S1\/Xxxxxxx\/&#8230;\/Deflection<\/strong><\/td><\/tr><tr><td><strong>Date:-&nbsp; 14\/04\/2021&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<\/strong><\/td><td><strong>Time:- 11.00 am<\/strong><\/td><td><strong>Temp:- 30 C<\/strong><\/td><\/tr><tr><td><strong>S.No<\/strong><\/td><td><strong>Particular<\/strong><\/td><td><strong>Dial Gauge ( value in mm) Marking &amp; Time<\/strong><\/td><td><strong>&nbsp;<\/strong><\/td><\/tr><tr><td><strong>D1\/Time<\/strong><\/td><td><strong>D2\/Time<\/strong><\/td><td><strong>D3\/Time<\/strong><\/td><td><strong>D4\/Time<\/strong><\/td><td><strong>D5\/Time<\/strong><\/td><td><strong>D6\/Time<\/strong><\/td><td><strong>D7\/Time<\/strong><\/td><td><strong>Temp<\/strong><\/td><\/tr><tr><td>1<\/td><td>DAY 2 Reading After Support Removal<\/td><td>&nbsp;&nbsp; 10.27<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 11.97<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 14.61<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 16.08<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 18.08<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 15.55<\/td><td>&nbsp;&nbsp; 14.62<\/td><td>30 C<\/td><\/tr><tr><td>11.00AM<\/td><\/tr><tr><td>2<\/td><td>DAY 2 Reading After Support Removal<\/td><td>11.3<\/td><td>12.42<\/td><td>15.39<\/td><td>17.06<\/td><td>19.65<\/td><td>16.78<\/td><td>15.98<\/td><td>31 C&nbsp;&nbsp;<\/td><\/tr><tr><td>1.05PM<\/td><\/tr><tr><td>3<\/td><td>DAY 2 Reading After Support Removal<\/td><td>11.9<\/td><td>12.65<\/td><td>16.2<\/td><td>19.01<\/td><td>20.23<\/td><td>17.34<\/td><td>16.45<\/td><td>30 C<\/td><\/tr><tr><td>3.00PM<\/td><\/tr><tr><td>4<\/td><td>DAY 2 Reading After Support Removal<\/td><td>11<\/td><td>12.91<\/td><td>15.79<\/td><td>18.4<\/td><td>18.91<\/td><td>16.24<\/td><td>15.18<\/td><td>29 C<\/td><\/tr><tr><td>4.30PM<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<figure class=\"wp-block-table is-style-stripes\"><table><tbody><tr><td><strong>Slab Deflection Test Wing A<\/strong><\/td><\/tr><tr><td><strong>Location- Xxxxxxx Pharma, &#8230;,&nbsp; WING A New &#8230;<\/strong><\/td><\/tr><tr><td><strong>Slab Marking- Truss D\/Truss 7 Cantilever Slab<\/strong><\/td><\/tr><tr><td><strong>Testing Slab :- S1\/Xxxxxxx\/&#8230;\/Deflection<\/strong><\/td><\/tr><tr><td><strong>Date:-&nbsp; 15\/04\/2021&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<\/strong><\/td><td><strong>Time:- 11.00 am<\/strong><\/td><td><strong>Temp:- 30 C<\/strong><\/td><\/tr><tr><td><strong>S.No<\/strong><\/td><td><strong>Particular<\/strong><\/td><td><strong>Dial Gauge ( value in mm) Marking &amp; Time<\/strong><\/td><td><strong>&nbsp;<\/strong><\/td><\/tr><tr><td><strong>D1\/Time<\/strong><\/td><td><strong>D2\/Time<\/strong><\/td><td><strong>D3\/Time<\/strong><\/td><td><strong>D4\/Time<\/strong><\/td><td><strong>D5\/Time<\/strong><\/td><td><strong>D6\/Time<\/strong><\/td><td><strong>D7\/Time<\/strong><\/td><td><strong>Temp<\/strong><\/td><\/tr><tr><td>1<\/td><td>DAY 3 Reading<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 9.15<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 11.71<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 14.68<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 17.79<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 18.13<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 15.29<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 14.59<\/td><td>30 C<\/td><\/tr><tr><td>11:00AM<\/td><\/tr><tr><td>2<\/td><td>&nbsp;DAY 3 Reading After&nbsp; Removal of support connected to 2nd floor (left of D7)<\/td><td>10.78<\/td><td>12.21<\/td><td>15.77<\/td><td>19.67<\/td><td>20.68<\/td><td>17.86<\/td><td>16.97<\/td><td>33 C&nbsp;&nbsp;<\/td><\/tr><tr><td>1:45PM<\/td><\/tr><tr><td>3<\/td><td>&nbsp;DAY 3 Reading After&nbsp; Removal of support connected to 3nd floor (extreme end&nbsp; of D7)<\/td><td>11.39<\/td><td>13.12<\/td><td>16.31<\/td><td>20.16<\/td><td>21.45<\/td><td>18.64<\/td><td>17.81<\/td><td>30 C<\/td><\/tr><tr><td>3:20PM<\/td><\/tr><tr><td>4<\/td><td>&nbsp;DAY 3 Reading After&nbsp; Removal of support connected to 3nd floor (extreme end&nbsp; of D2)<\/td><td>12.38<\/td><td>13.69<\/td><td>17.15<\/td><td>21.36<\/td><td>22.15<\/td><td>19.08<\/td><td>18.01<\/td><td>29 C<\/td><\/tr><tr><td>4:10PM<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<figure class=\"wp-block-table is-style-stripes\"><table><tbody><tr><td><strong>Slab Deflection Test Wing A<\/strong><\/td><\/tr><tr><td><strong>Location- Xxxxxxx Pharma, &#8230;,&nbsp; WING A&nbsp; New &#8230;<\/strong><\/td><\/tr><tr><td><strong>Slab Marking- Truss D\/Truss 7 Cantilever Slab<\/strong><\/td><\/tr><tr><td><strong>Testing Slab :- S1\/Xxxxxxx\/&#8230;\/Deflection<\/strong><\/td><\/tr><tr><td><strong>Date:-&nbsp; 16\/04\/2021&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<\/strong><\/td><td><strong>&nbsp;<\/strong><\/td><\/tr><tr><td><strong>S.No<\/strong><\/td><td><strong>Particular<\/strong><\/td><td><strong>Dial Gauge ( value in mm) Marking &amp; Time<\/strong><\/td><td><strong>&nbsp;<\/strong><\/td><\/tr><tr><td><strong>D1\/Time<\/strong><\/td><td><strong>D2\/Time<\/strong><\/td><td><strong>D3\/Time<\/strong><\/td><td><strong>D4\/Time<\/strong><\/td><td><strong>D5\/Time<\/strong><\/td><td><strong>D6\/Time<\/strong><\/td><td><strong>D7\/Time<\/strong><\/td><td><strong>Temp<\/strong><\/td><\/tr><tr><td>1<\/td><td>Day 4 observation reading<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 11.54<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 14.31<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 17.71<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 20.26<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 21.73<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 18.76<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 18.00<\/td><td>30C<\/td><\/tr><tr><td>11:07PM<\/td><\/tr><tr><td>2<\/td><td>Day 4 observation reading<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 12.52<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 14.46<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 18.01<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 20.52<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 22.52<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 19.10<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 18.60<\/td><td>36 C<\/td><\/tr><tr><td>1:20PM<\/td><\/tr><tr><td>3<\/td><td>Day 4 observation reading<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 12.87<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 14.69<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 18.40<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 20.93<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 22.76<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 19.41<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 19.04<\/td><td>33C<\/td><\/tr><tr><td>3:10PM<\/td><\/tr><tr><td>4<\/td><td>Day 4 observation reading<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 10.74<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 12.83<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 16.43<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 18.95<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 19.93<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 16.62<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 16.58<\/td><td>29C<\/td><\/tr><tr><td>4:40PM<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<figure class=\"wp-block-table is-style-stripes\"><table><tbody><tr><td><strong>Slab Deflection Test Wing A<\/strong><\/td><\/tr><tr><td><strong>Location- Xxxxxxx Pharma, &#8230;,&nbsp; WING A&nbsp; New &#8230;<\/strong><\/td><\/tr><tr><td><strong>Slab Marking- Truss D\/Truss 7 Cantilever Slab<\/strong><\/td><\/tr><tr><td><strong>Testing Slab :- S1\/Xxxxxxx\/&#8230;\/Deflection<\/strong><\/td><\/tr><tr><td><strong>Date:-&nbsp; 17\/04\/2021&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<\/strong><\/td><td><strong>Time:3:00pm&nbsp;<\/strong><\/td><\/tr><tr><td><strong>S.No<\/strong><\/td><td><strong>Particular<\/strong><\/td><td><strong>Dial Gauge ( value in mm) Marking &amp; Time<\/strong><\/td><td><strong>&nbsp;<\/strong><\/td><\/tr><tr><td><strong>D1\/Time<\/strong><\/td><td><strong>D2\/Time<\/strong><\/td><td><strong>D3\/Time<\/strong><\/td><td><strong>D4\/Time<\/strong><\/td><td><strong>D5\/Time<\/strong><\/td><td><strong>D6\/Time<\/strong><\/td><td><strong>D7\/Time<\/strong><\/td><td><strong>Temp<\/strong><\/td><\/tr><tr><td>1<\/td><td>Day 5 observation reading<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 11.55<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 13.21<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 17.16<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 19.41<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 22.08<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 17.26<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 17.32<\/td><td>35C<\/td><\/tr><tr><td>3:00PM<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<figure class=\"wp-block-table is-style-stripes\"><table><tbody><tr><td><strong>Slab Deflection Test Wing A<\/strong><\/td><\/tr><tr><td><strong>Location- Xxxxxxx Pharma, &#8230;,&nbsp; WING A New &#8230;<\/strong><\/td><\/tr><tr><td><strong>Slab Marking- Truss D\/Truss 7 Cantilever Slab<\/strong><\/td><\/tr><tr><td><strong>Testing Slab :- S1\/Xxxxxxx\/&#8230;\/Deflection<\/strong><\/td><\/tr><tr><td><strong>Date:-&nbsp; 19\/04\/2021&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<\/strong><\/td><td><strong>Time:- 03.00 PM<\/strong><\/td><td><strong>Temp:- 35 C<\/strong><\/td><\/tr><tr><td><strong>S.No<\/strong><\/td><td><strong>Particular<\/strong><\/td><td><strong>Dial Gauge ( value in mm) Marking &amp; Time<\/strong><\/td><td><strong>&nbsp;<\/strong><\/td><\/tr><tr><td><strong>D1\/Time<\/strong><\/td><td><strong>D2\/Time<\/strong><\/td><td><strong>D3\/Time<\/strong><\/td><td><strong>D4\/Time<\/strong><\/td><td><strong>D5\/Time<\/strong><\/td><td><strong>D6\/Time<\/strong><\/td><td><strong>D7\/Time<\/strong><\/td><td><strong>Temp<\/strong><\/td><\/tr><tr><td>1<\/td><td>DAY 7 observation READING<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 12.78<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 14.52<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 19.65<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 21.30<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 25.40<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 19.45<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 20.19<\/td><td>35 C<\/td><\/tr><tr><td>3.00PM<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<p><strong><br><\/strong><\/p>\n\n\n\n<figure class=\"wp-block-table is-style-stripes\"><table><tbody><tr><td><strong>7<\/strong> <strong>Conclusion<\/strong><\/td><\/tr><tr><td><strong>Slab Deflection Test Wing A<\/strong><\/td><\/tr><tr><td><strong>Location- Xxxxxxx Pharma, &#8230;,&nbsp; WING A&nbsp; New &#8230;<\/strong><\/td><\/tr><tr><td><strong>Slab Marking- Truss D\/Truss 7 Cantilever Slab<\/strong><\/td><\/tr><tr><td><strong>Testing Slab :- S1\/Xxxxxxx\/&#8230;\/Deflection<\/strong><\/td><\/tr><tr><td><strong>Date:-&nbsp; 13-19 April 2021&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<\/strong><\/td><td><strong>&nbsp;<\/strong><\/td><\/tr><tr><td><strong>S.No<\/strong><\/td><td><strong>Particular<\/strong><\/td><td><strong>Dial Gauge ( value in mm) Marking &amp; Time<\/strong><\/td><td><strong>&nbsp;<\/strong><\/td><\/tr><tr><td><strong>D1\/Time<\/strong><\/td><td><strong>D2\/Time<\/strong><\/td><td><strong>D3\/Time<\/strong><\/td><td><strong>D4\/Time<\/strong><\/td><td><strong>D5\/Time<\/strong><\/td><td><strong>D6\/Time<\/strong><\/td><td><strong>D7\/Time<\/strong><\/td><td><strong>Temp<\/strong><\/td><\/tr><tr><td>1<\/td><td>Initial Reading before support removal (day-1)<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 3.52<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 5.58<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 5.89<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 5.22<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 7.14<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 5.92<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 6.18<\/td><td>36C<\/td><\/tr><tr><td>11:07PM<\/td><\/tr><tr><td>2<\/td><td>Day 1 reading after support removal between D4 &amp;D5,D5&amp;D6,D6&amp;D7,D2&amp;D3, left of D7 &amp; right of D2<\/td><td>8.62<\/td><td>10.39<\/td><td>13.67<\/td><td>13.01<\/td><td>15.62<\/td><td>13.17<\/td><td>12.32<\/td><td>29C<\/td><\/tr><tr><td>7:00PM<\/td><\/tr><tr><td>3<\/td><td>Total deflection on site till before night of day -1<\/td><td>5.1<\/td><td>4.81<\/td><td>7.78<\/td><td>7.79<\/td><td>8.48<\/td><td>7.25<\/td><td>6.14<\/td><td>&nbsp;<\/td><\/tr><tr><td>maximum deflection on site is&nbsp; <strong>8.48<\/strong>&nbsp;&nbsp;<\/td><\/tr><tr><td>4<\/td><td>Day 2 observation after above support removal<\/td><td>11<\/td><td>12.91<\/td><td>15.79<\/td><td>18.4<\/td><td>18.91<\/td><td>16.24<\/td><td>15.18<\/td><td>29C<\/td><\/tr><tr><td>4:40PM<\/td><\/tr><tr><td>5<\/td><td>Total deflection on site till before night of day -2<\/td><td>7.48<\/td><td>7.33<\/td><td>9.9<\/td><td>13.18<\/td><td>11.77<\/td><td>10.32<\/td><td>9<\/td><td>&nbsp;<\/td><\/tr><tr><td>maximum deflection on site is&nbsp; <strong>13.18<\/strong>&nbsp;<\/td><\/tr><tr><td>6<\/td><td>Day 3 reading after removal of support connected to 2nd floor(left of D7),&amp; 3rd floor(extreme end of D7 &amp; D2)<\/td><td>12.38<\/td><td>13.69<\/td><td>17.15<\/td><td>21.36<\/td><td>22.15<\/td><td>19.08<\/td><td>18.01<\/td><td>31C<\/td><\/tr><tr><td>4.10PM<\/td><\/tr><tr><td>7<\/td><td>Total deflection on site till before night of day-3<\/td><td>8.86<\/td><td>8.11<\/td><td>11.26<\/td><td>16.14<\/td><td>15.01<\/td><td>13.16<\/td><td>11.83<\/td><td>&nbsp;<\/td><\/tr><tr><td>maximum deflection on site is <strong>16.14<\/strong><\/td><\/tr><tr><td>8<\/td><td>Day 4 observation after all supports are removed&nbsp;<\/td><td>10.74<\/td><td>12.83<\/td><td>16.43<\/td><td>18.95<\/td><td>19.93<\/td><td>16.62<\/td><td>16.58<\/td><td>29C<\/td><\/tr><tr><td>4:40PM<\/td><\/tr><tr><td>9<\/td><td>Total deflection on site till before night of day-4<\/td><td>7.22<\/td><td>7.25<\/td><td>10.54<\/td><td>13.73<\/td><td>12.79<\/td><td>10.7<\/td><td>10.4<\/td><td>&nbsp;<\/td><\/tr><tr><td>maximum deflection on site is<strong> 13.73<\/strong><\/td><\/tr><tr><td>10<\/td><td>Day 5 observation after all supports are removed<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 11.55<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 13.21<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 17.16<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 19.41<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 22.08<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 17.26<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 17.32<\/td><td>35 C<\/td><\/tr><tr><td>3.00PM<\/td><\/tr><tr><td>11<\/td><td>Total deflection on site till day -5<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 8.03<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 7.63<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 11.27<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 14.19<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 14.94<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 11.34<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 11.14<\/td><td>&nbsp;<\/td><\/tr><tr><td>maximum deflection on site is&nbsp; <strong>14.94<\/strong><\/td><\/tr><tr><td>12<\/td><td>Day 7 observation after all supports are removed<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 12.78<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 14.52<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 19.65<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 21.30<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 25.40<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 19.45<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 20.19<\/td><td>35 C<\/td><\/tr><tr><td>3.00PM<\/td><\/tr><tr><td>11<\/td><td>Total deflection on site till day -7<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 9.26<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 8.94<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 13.76<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 16.08<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 18.26<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 13.53<\/td><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; 14.01<\/td><td>&nbsp;<\/td><\/tr><tr><td>maximum deflection on site is&nbsp; <strong>18.26 <\/strong>&nbsp;<\/td><\/tr><tr><td><\/td><td><\/td><td><\/td><td><\/td><td><\/td><td><\/td><td><\/td><td><\/td><td><\/td><td><\/td><td><\/td><td><\/td><td><\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<p><strong>8 Testing photograph<\/strong><\/p>\n\n\n\n<figure class=\"wp-block-table is-style-stripes\"><table><tbody><tr><td>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <strong>Digital dial gauge and analog dial gauge<\/strong><\/td><\/tr><tr><td><\/td><td><\/td><\/tr><tr><td><img loading=\"lazy\" decoding=\"async\" width=\"300\" height=\"380\" class=\"wp-image-222\" style=\"width: 300px;\" src=\"https:\/\/structureauditagency.com\/wp-content\/uploads\/2021\/05\/3-10.jpg\" alt=\"\" srcset=\"https:\/\/structureauditagency.com\/wp-content\/uploads\/2021\/05\/3-10.jpg 493w, https:\/\/structureauditagency.com\/wp-content\/uploads\/2021\/05\/3-10-237x300.jpg 237w, https:\/\/structureauditagency.com\/wp-content\/uploads\/2021\/05\/3-10-300x380.jpg 300w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/> <img loading=\"lazy\" decoding=\"async\" width=\"300\" height=\"388\" class=\"wp-image-223\" style=\"width: 300px;\" src=\"https:\/\/structureauditagency.com\/wp-content\/uploads\/2021\/05\/4-8.jpg\" alt=\"\" srcset=\"https:\/\/structureauditagency.com\/wp-content\/uploads\/2021\/05\/4-8.jpg 489w, https:\/\/structureauditagency.com\/wp-content\/uploads\/2021\/05\/4-8-232x300.jpg 232w, https:\/\/structureauditagency.com\/wp-content\/uploads\/2021\/05\/4-8-300x388.jpg 300w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/td><td><\/td><\/tr><\/tbody><\/table><\/figure>\n","protected":false},"excerpt":{"rendered":"<p>Prepared By:- O.B DEVELOPERS (STRUCTURE AUDIT AGENCY) F 14, Kalkaji Main Road , New Delhi-110019 Email- strutureauditagency@gmail.com Call-+91-9717924616 1.&nbsp; INTRODUCTION Deflection testing adopted as per M\/s O.B Developers. &nbsp;and it is used only to evaluate whether a structure or a portion of a structure satisfies the &nbsp;deflection safety requirements 2.&nbsp; SCOPE To evaluate whether a [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[1],"tags":[],"class_list":["post-219","post","type-post","status-publish","format-standard","hentry","category-uncategorized"],"_links":{"self":[{"href":"https:\/\/structureauditagency.com\/index.php?rest_route=\/wp\/v2\/posts\/219","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/structureauditagency.com\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/structureauditagency.com\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/structureauditagency.com\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/structureauditagency.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=219"}],"version-history":[{"count":1,"href":"https:\/\/structureauditagency.com\/index.php?rest_route=\/wp\/v2\/posts\/219\/revisions"}],"predecessor-version":[{"id":224,"href":"https:\/\/structureauditagency.com\/index.php?rest_route=\/wp\/v2\/posts\/219\/revisions\/224"}],"wp:attachment":[{"href":"https:\/\/structureauditagency.com\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=219"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/structureauditagency.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=219"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/structureauditagency.com\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=219"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}