Volume : 6, Issue : 8, August - 2017

Corporate Social Responsibility in selected Indian Organizations

Dr. Amisha R. Sanghani

Abstract :

<p>&nbsp;<span lang="EN-IN" style="text-align: justify; text-indent: 0.5in; font-size: 12pt; font-family: &quot;Times New Roman&quot;, serif;">Composite idge is a structure with a combination two different materials reinforced concrete and Steel. In the composite idge is designed by T beams are 2m </span><span class="Heading1Char" style="text-align: justify; text-indent: 0.5in;"><span lang="EN-IN" style="font-size:12.0pt;mso-bidi-font-size:10.0pt;font-family:&quot;Times New Roman&quot;,&quot;serif&quot;">I</span></span><span lang="EN-IN" style="text-align: justify; text-indent: 0.5in; font-size: 12pt; font-family: &quot;Times New Roman&quot;, serif;"> sections. on the I sections lateral girders are placed and on that RCC slab is laid. The shear connectors are connected between </span><span class="Heading1Char" style="text-align: justify; text-indent: 0.5in;"><span lang="EN-IN" style="font-size:12.0pt;mso-bidi-font-size:&#10;10.0pt;font-family:&quot;Times New Roman&quot;,&quot;serif&quot;">I</span></span><span lang="EN-IN" style="text-align: justify; text-indent: 0.5in; font-size: 12pt; font-family: &quot;Times New Roman&quot;, serif;"> sections and the RCC slab. These shear connectors will act as a mediator&nbsp; and control the shear between them. In this we considered IRC class AA&nbsp; tracked loading. The review of a design is given below. We follow&nbsp; the code book&nbsp; of IRC 6-2000 for Road loading standards.</span></p> <p class="MsoNormal" style="text-align:justify;mso-line-height-alt:.5pt"><span lang="EN-IN" style="mso-bidi-font-size:10.0pt;font-family:&quot;Times New Roman&quot;,&quot;serif&quot;">Design of a composite idge deck with the reinforced concrete slab and steel plate girder to cover a span of 34.5m<o:p></o:p></span></p> <p class="MsoNormal" style="margin-left:.5in;text-align:justify;mso-line-height-alt:&#10;.5pt"><span lang="EN-IN" style="mso-bidi-font-size:10.0pt;font-family:&quot;Times New Roman&quot;,&quot;serif&quot;">Clear width of road way=7.5m &nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Foot path: 2.25 m on either side<o:p></o:p></span></p> <p><span lang="EN-IN" style="font-size:11.0pt;mso-bidi-font-size:10.0pt;line-height:&#10;115%;font-family:&quot;Times New Roman&quot;,&quot;serif&quot;;mso-fareast-font-family:Calii;&#10;mso-fareast-theme-font:minor-latin;mso-ansi-language:EN-IN;mso-fareast-language:&#10;EN-US;mso-bidi-language:AR-SA">Spacing of main girders = 2 m Materials: M<sub>25</sub> grade concrete and Fe415steel</span></p>

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Cite This Article:

B.K. Vishwanath, ANALYSIS AND DESIGN OF A BRIDGE I-SECTION BEAM, GLOBAL JOURNAL FOR RESEARCH ANALYSIS : VOLUME-6, ISSUE-8, AUGUST-2017


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