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Comparative design and analysis of a mosque using steel and reinforced concrete
Comparative design and analysis of a mosque using steel and reinforced concrete
Table Of Contents
<p> </p><div><p>ACKNWOLDGEMENT – – – – – – – – – – – – – – – – – – – 2</p><p>ABSTRACT – – – – – – – – – – – – – – – – – – – – – – – 3</p><p>Table of Contents – – – – – – – – – – – – – – – – – – – – – 5</p><p>
Chapter 1
: Introduction – – – – – – – – – – – – – – – – – – – 10</p><p>11 General – – – – – – – – – – – – – – – – – – – – – – 10</p><p>12 The main objectives for our project are: – – – – – – – – – – – – – – 11</p><p>13 Scope of the report: – – – – – – – – – – – – – – – – – – – 11</p><p>Chapter 2
: Concrete – – – – – – – – – – – – – – – – – – – – 12</p><p>21 Loads Calculations: – – – – – – – – – – – – – – – – – – – 12</p><p>211 Types of loads: – – – – – – – – – – – – – – – – – – – 12</p><p>212 Load parameters and super imposed dead load: – – – – – – – – – – – 14</p><p>213 Loads on slabs: – – – – – – – – – – – – – – – – – – – 14</p><p>22: Design of slabs – – – – – – – – – – – – – – – – – – – – 15</p><p>221 Types of Slab: – – – – – – – – – – – – – – – – – – – – 15</p><p>222 Steps to Design one way slab: – – – – – – – – – – – – – – – 17</p><p>223 Slab Minimum Thickness: – – – – – – – – – – – – – – – – 17</p><p>224 Materials properties: – – – – – – – – – – – – – – – – – – 17</p><p>225 Load Calculation: – – – – – – – – – – – – – – – – – – – 20</p><p>226 Flexural Design – – – – – – – – – – – – – – – – – – – 21</p><p>23 Design of beams & sub beams: – – – – – – – – – – – – – – – – 26</p><div>231 Steps to Design Rectangular beam & sub beams: – – – – – – – – – –<p></p><p>27</p></div><p>232 Materials properties: – – – – – – – – – – – – – – – – – – 27</p><p>233 Load calculation for sub beam: – – – – – – – – – – – – – – – 27</p><p>234 Design of sub beams: – – – – – – – – – – – – – – – – – – 28</p><p>235 Calculations of loads for beam: – – – – – – – – – – – – – – – 39</p><p>236 Design of the beam: – – – – – – – – – – – – – – – – – – 40</p><p>24 Design of columns – – – – – – – – – – – – – – – – – – – 46</p><p>241 Classification of columns: – – – – – – – – – – – – – – – – 46</p><p>243 Materials properties: – – – – – – – – – – – – – – – – – 49</p><p>244 Load Calculation: – – – – – – – – – – – – – – – – – – 49</p><p>25 Design of dome – – – – – – – – – – – – – – – – – – – – 52</p><div><p>251 Classification of dome: – – – – – – – – – – – – – – – – – 52</p><p>252 Calculations of dome: – – – – – – – – – – – – – – – – – 53</p><p>Chapter 3
: Steel – – – – – – – – – – – – – – – – – – – – – – 59</p><p>31 Introduction: – – – – – – – – – – – – – – – – – – – – – 61</p><p>32 Design Information: – – – – – – – – – – – – – – – – – – – 62</p><p>321 Applicable Design Codes: – – – – – – – – – – – – – – – – 62</p><p>322 Material specifications: – – – – – – – – – – – – – – – – – 62</p><p>323 Load Combinations: – – – – – – – – – – – – – – – – – – 63</p><p>33 Structural Analysis: – – – – – – – – – – – – – – – – – – – 64</p><p>331 Mezzanine floor beam (Girder 2-2): – – – – – – – – – – – – – – 65</p><p>332 Roof beam (3DE): – – – – – – – – – – – – – – – – – – 70</p><p>333 Dome beam (3BD): – – – – – – – – – – – – – – – – – – 75</p><p>334 Column (2C): – – – – – – – – – – – – – – – – – – – – 80</p><p>34 Design: – – – – – – – – – – – – – – – – – – – – – – 82</p><p>341 Mezzanine beam design (Girder 2-2): – – – – – – – – – – – – – 83</p><p>342 Roof beam design (3DE): – – – – – – – – – – – – – – – – – 92</p><p>343 Dome beam design (3BD): – – – – – – – – – – – – – – – – 101</p><p>344 Column design (2C): – – – – – – – – – – – – – – – – – 110</p><p>345 ETABS drawings: – – – – – – – – – – – – – – – – – – 119</p><p>35 Connection design: – – – – – – – – – – – – – – – – – – – 125</p><p>351 Connection of Mezzanine Floor: – – – – – – – – – – – – – – 126</p><p>352 Connection of Roof: – – – – – – – – – – – – – – – – – – 140</p><p>Chapter 4
: Foundation – – – – – – – – – – – – – – – – – – – 154</p><p>41 Introduction – – – – – – – – – – – – – – – – – – – – – 154</p><p>42 Isolated foundation – – – – – – – – – – – – – – – – – – – 154</p><p>43 Design of Isolated Foundation: – – – – – – – – – – – – – – – – 155</p><p>Appendix – – – – – – – – – – – – – – – – – – – – – – – 162</p><p>Appendix A: Analysis & design report using ETABS 2015 – – – – – – – – – 162</p><p>Appendix B: Steel design and modeling using ETABS 2015 – – – – – – – – – 182</p><p>References – – – – – – – – – – – – – – – – – – – – – – – 253</p></div><div><p><b>List of figures</b></p><p>Figure 1 Mosque overview – – – – – – – – – – – – – – – – – – – 4</p><p>Figure 2 One way slab; (a) classification; (b) reinforcement – – – – – – – – – – 15</p><p>Figure 3 Two way slab – – – – – – – – – – – – – – – – – – – – 16</p><p>Figure 4 1st Floor (Mezzanine floor) – – – – – – – – – – – – – – – – 18</p><p>Figure 5 Roof Floor – – – – – – – – – – – – – – – – – – – – – 19</p><p>Figure 6 Force acting on sub-beam & reaction force – – – – – – – – – – – – 29</p><p>Figure 7 Shear force – – – – – – – – – – – – – – – – – – – – – 29</p><p>Figure 8 Bending moment – – – – – – – – – – – – – – – – – – – 30</p><p>Figure 9 Deflection – – – – – – – – – – – – – – – – – – – – – 30</p><p>Figure 10 (3D) renderer and colored results – – – – – – – – – – – – – – – 31</p><p>Figure 11 Force acting on sub-beam & reaction force – – – – – – – – – – – – 35</p><p>Figure 12 Shear force – – – – – – – – – – – – – – – – – – – – 35</p><p>Figure 13 Bending moment – – – – – – – – – – – – – – – – – – – 36</p><p>Figure 14 Deflection – – – – – – – – – – – – – – – – – – – – – 36</p><p>Figure 15 (3D) renderer and colored results – – – – – – – – – – – – – – – 37</p><p>Figure 16 Force acting on sub-beam & reaction force – – – – – – – – – – – – 41</p><p>Figure 17 Shear force – – – – – – – – – – – – – – – – – – – – 41</p><p>Figure 18 Bending moment – – – – – – – – – – – – – – – – – – – 42</p><p>Figure 19 Deflection – – – – – – – – – – – – – – – – – – – – – 42</p><p>Figure 20 (3D) renderer and colored results – – – – – – – – – – – – – – – 43</p><p>Figure 21 Cross section for eccentrically loaded column – – – – – – – – – – – 46</p><p>Figure 22 Column selected for the sample of calculation is 2C Shown in the Figure – – – – 48</p><p>Figure 23 (3D) Dome structural design – – – – – – – – – – – – – – – – 54</p><p>Figure 24 (3D) dome overview design – – – – – – – – – – – – – – – – 55</p><p>Figure 25 Top view for 1st floor (mezzanine) – – – – – – – – – – – – – – 56</p><p>Figure 26 Side view for 1st floor (mezzanine) – – – – – – – – – – – – – – 57</p><p>Figure 27 Side view – – – – – – – – – – – – – – – – – – – – – 57</p><p>Figure 28 Top view for Roof – – – – – – – – – – – – – – – – – – 58</p><p>Figure 29 Front view – – – – – – – – – – – – – – – – – – – – – 58</p><p>Figure 30 ETABS 3D drawing – – – – – – – – – – – – – – – – – – 64</p><p>Figure 31 AutoCAD Drawing, for Grade 2 – Level 7m – – – – – – – – – – – – 65</p><p>Figure 32 ETABS drawing, mezzanine floor, Girder 2 – – – – – – – – – – – – 66</p><p>Figure 33 Input data from SkyCiv program for mezzanine floor beam – – – – – – – – 67</p><p>Figure 34 Output data from SkyCiv program (moment) – – – – – – – – – – – 68</p><p>Figure 35 Output data from SkyCiv program (shear) – – – – – – – – – – – – 69</p><p>Figure 36 ETABS drawing, Roof, 3DE – – – – – – – – – – – – – – – – 71</p><p>Figure 37 Input data from SkyCiv program for Roof beam – – – – – – – – – – – 72</p><p>Figure 38 Output data from SkyCiv program (moment) – – – – – – – – – – – 73</p><p>Figure 39 Output data from SkyCiv program (shear) – – – – – – – – – – – – 74</p></div><div><p>Figure 40 ETABS drawing, Dome Beam (3BD) – – – – – – – – – – – – – 76</p><p>Figure 41 Input data from SkyCiv program for Dome beam – – – – – – – – – – 77</p><p>Figure 42 Output data from SkyCiv program (moment) – – – – – – – – – – – 78</p><p>Figure 43 Output data from SkyCiv program (shear) – – – – – – – – – – – – 79</p><p>Figure 44 ETABS drawing, Column 2C – – – – – – – – – – – – – – – – 81</p><p>Figure 45 Steel section properties (HE 500 B) – – – – – – – – – – – – – – 88</p><p>Figure 46 Steel section properties (HE 400 A) – – – – – – – – – – – – – – 97</p><p>Figure 47 Steel section properties (IPE 450) – – – – – – – – – – – – – – 106</p><p>Figure 48 Steel section properties (HE 400 B) – – – – – – – – – – – – – – 115</p><p>Figure 49 ETABS 3D model – – – – – – – – – – – – – – – – – – 119</p><p>Figure 50 Side view – – – – – – – – – – – – – – – – – – – – 119</p><p>Figure 51 Top view for mezzanine floor – – – – – – – – – – – – – – – 120</p><p>Figure 52 Top view of sections for mezzanine floor – – – – – – – – – – – – 121</p><p>Figure 53 Top view for roof – – – – – – – – – – – – – – – – – – 121</p><p>Figure 54 Top view of sections for roof – – – – – – – – – – – – – – – 122</p><p>Figure 55 Steel stress ratio (column) – – – – – – – – – – – – – – – – 123</p><p>Figure 56 Steel stress ratio (mezzanine and roof) – – – – – – – – – – – – – 124</p><p>Figure 57 Mezzanine Floor plan – Connection – – – – – – – – – – – – – – 126</p><p>Figure 58 Roof plan – Connection – – – – – – – – – – – – – – – – – 140</p><p>Figure 59 Isolated Foundation – – – – – – – – – – – – – – – – – – 154</p><p>Figure 60 Foundation thickness and height assumption – – – – – – – – – – – 156</p></div><div><p><b>List of Tables</b></p><p>Table 1 Minimum thickness of one-way solid slabs – – – – – – – – – – – – – 17</p><p>Table 2 Properties – – – – – – – – – – – – – – – – – – – – – 17</p><p>Table 3 Design of rectangular beam & sub-beam section for moment (simply supported beam) – 26</p><p>Table 4 Properties – – – – – – – – – – – – – – – – – – – – – 27</p><p>Table 5 Properties – – – – – – – – – – – – – – – – – – – – – 49</p><p>Table 6 Material specifications – – – – – – – – – – – – – – – – – – 62</p><p>Table 7 Dead load – – – – – – – – – – – – – – – – – – – – – 63</p><p>Table 8 Live load – – – – – – – – – – – – – – – – – – – – – 63</p><p>Table 9 Ultimate load – – – – – – – – – – – – – – – – – – – – 63</p><p>Table 10 Mezzanine floor analysis – – – – – – – – – – – – – – – – – 65</p><p>Table 11 Structural analysis for girder 2 – – – – – – – – – – – – – – – – 67</p><p>Table 12 Roof analysis for 3DE beam – – – – – – – – – – – – – – – – 70</p><p>Table 13 Structural analysis for 3DE beam – – – – – – – – – – – – – – – 72</p><p>Table 14 Roof analysis for dome beam – – – – – – – – – – – – – – – – 75</p><p>Table 15 Structural analysis for 3BD beam – – – – – – – – – – – – – – – 77</p><p>Table 16 Structural analysis for column – – – – – – – – – – – – – – – – 80</p><p>Table 17 Structural analysis for column – – – – – – – – – – – – – – – – 81</p><p>Table 18 Steel section properties (HE 500 B) – – – – – – – – – – – – – – 83</p><p>Table 19 Steel section properties (HE 400 A) – – – – – – – – – – – – – – 92</p><p>Table 20 Steel section properties (IPE 450) – – – – – – – – – – – – – – 101</p><p>Table 21 Steel section properties (HE 400 B) – – – – – – – – – – – – – – 110</p></div></div><h3></h3><br> <br><p></p>Thesis Abstract
<p> </p><p>The Kingdom of Saudi Arabia has been applying the Shari`ah of Islam, acting in accordance with the </p><p>Holy Qur’an and Sunnah, and making judgments based on Allah’s Shari`ah. It also strives to propagate </p><p>and call people to Islam with wisdom and fair preaching.</p><p>This is the essential cornerstone of its system, duties, and obligations, to which it pays due attention. </p><p>The Basic Law of Saudi Arabia provides for deriving power from the Holy Qur’an and Sunnah, which </p><p>rule over this Law and all other laws of the Kingdom.</p><p>It also stipulates that the Kingdom should protect the Islamic creed, apply the Shari`ah, enjoin good, </p><p>forbid evil, and call people to Allah.</p><p>The Sectors of Islamic Affairs, Da`wah, Guidance, and Endowments have been among the outstanding </p><p>pillars and essential parts of the Kingdom. Since the foundations of the kingdom were laid by King </p><p>`Abdul `Aziz Al Saud and his sons after him, the Kingdom has established, sponsored, supported, and </p><p>developed large organizations for this purpose, flourishing in the era of the Custodian of the Two Holy </p><p>Mosques, his Crown Prince, and his Second Deputy Prime Minister.</p><p>Subsequently wherever the Muslim’s have gone, they built Mosques for their needs in that community </p><p>and worship Allah. Moreover mosque indeed is a great example of traditional and long lasting </p><p>buildings which civil engineers do best making a strong, stable, and sustainable buildings.</p><p>Through our civil engineering study at Prince Mohammed bin Fahd University, as well as taking the </p><p>opportunity to apply what we have studied at the university level, we decided to choose the design of </p><p>the mosque. We make Comparative Design & Analysis of a Mosque Using Steel and Reinforced </p><p>Concrete Elements design and analysis ( figure 1), including calculation of the foundation.</p><p>Our project covered by several programs such as Etabs2015, Sap2000, AutoCAD, SkiCiv, LimCon, </p><p>and steel connections.</p> <br><p></p>Thesis Overview
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