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kitchenaid dishwasher manuals onlineTo browse Academia.edu and the wider internet faster and more securely, please take a few seconds to upgrade your browser. Help Center less You can download the paper by clicking the button above. Related Papers Download pdf About Press Blog People Papers Job Board Advertise We're Hiring. To browse Academia.edu and the wider internet faster and more securely, please take a few seconds to upgrade your browser. Help Center less Academia hosts open access papers, serving our mission to accelerate the world’s research. Read Paper An Instructor's Solutions Manual to Accompany STEEL DESIGN, 5 th Edition Download Loading Preview Sorry, preview is currently unavailable. You can download the paper by clicking the button above. Related Papers Tension, Compression, and Shear By thoai truong A FIRST COURSE IN THE FINITE ELEMENT METHOD FIFTH EDITION By Saif Ali INSTRUCTOR'S SOLUTIONS MANUAL TO ACCOMPANY MECHANICS of FLUIDS FOURTH EDITION By Saif Ali Systems of Units and Conversion Factors By Mahmoud El-Kateb INSTRUCTOR'S SOLUTIONS MANUAL TO ACCOMPANY POWER SYSTEM ANALYSIS AND DESIGN FIFTH EDITION By Saif Ali Download pdf About Press Blog People Papers Job Board Advertise We're Hiring. If you continue browsing the site, you agree to the use of cookies on this website. See our User Agreement and Privacy Policy.If you continue browsing the site, you agree to the use of cookies on this website. See our Privacy Policy and User Agreement for details.You can change your ad preferences anytime. For rupture of the net section,Pn ? FuAe ? 58?2.108? ? 122. 3 kipsThe design strength based on rupture isThe design strength for LRFD is the smaller value: ?tPn ? 85.1 kipsPnThe allowable strength based on rupture is. PnAlternate solution using allowable stress: For yielding. Ft ? 0.6Fy ? 0.6?36? ? 21. 6 ksiFor rupture. Ft ? 0.5Fu ? 0.5?58? ? 29.0 ksiThe allowable service load is the smaller value ? 56.7 kips. All Rights Reserved.http://www.casastoantonio.com.br/datamont/userfiles/how-to-use-a-manual-staple-gun.xml
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May not be scanned, copied or duplicated,Steel Design 6th Edition Segui Solutions Manual. Full Download. This sample only, Download all chapters at: AlibabaDownload.comPn ? FyAg ? 50?2.25? ? 112. 5 kips. For rupture of the net section. Ae ? Ag ? 2.25 in.2. Pn ? FuAe ? 65?2.25? ? 146. 3 kipsThe design strength based on rupture isThe design strength for LRFD is the smaller value: ?tPn ? 101 kipsPnThe allowable strength based on rupture is. PnAlternate solution using allowable stress: For yielding. Ft ?0.6Fy ?0.6?50 ? ?30.0 ksiFtAg ?30.0?2.25 ? ?67. 5 kips. For rupture. Ft ?0.5Fu ?0.5?65 ? ?32. 5 ksiFtAe ?32.5?2.25? ? 73. 1 kips. The allowable service load is the smaller value ?67.5All Rights Reserved. May not be scanned, copied or duplicated,Pn ? FyAg ? 50?3.37? ? 168. 5 kips. For rupture of the net section. An ? Ag ? Aholes ? 3.37 ? 0.220 7Ae ? 0.85An ? 0.85?2.930? ? 2. 491 in.2. Pn ? FeAe ? 65?2.491? ? 161. 9 kipsThe design strength based on rupture isThe design strength is the smaller value: ?tPn ? 121.4 kips. Let Pu ? ?tPnP ? D ? L ? 20.23 ? 3?20.23? ? 80. 9 kips P ? 80.9 kipsPnThe allowable strength based on rupture is. PnThe allowable load is the smaller value ? 80.95 kips P ? 81.0 kips. Alternate computation of allowable load using allowable stress: For yielding. Ft ? 0.6Fy ? 0.6?50? ? 30.0 ksiFtAg ? 30.0?3.37? ? 101. 1 kips. For rupture. Ft ? 0.5Fu ? 0.5?65? ? 32. 5 ksiFtAe ? 32.5?2.491? ? 80. 96 kips. All Rights Reserved. May not be scanned, copied or duplicated,Pn ? FyAg ? 50?4? ? 200 kips. For rupture of the net section,Ae ? An ? 2.813 in.2. Pn ? FuAe ? 70?2.813? ? 196. 9 kipsThe design strength based on rupture isThe design strength for LRFD is the smaller value: ?tPn ? 148 kipsPnThe allowable strength based on rupture is. PnAlternate solution using allowable stress: For yielding. Ft ? 0.6Fy ? 0.6?50? ? 30 ksiFtAg ? 30?4? ? 120 kips. For rupture. Ft ? 0.5Fu ? 0.5?70? ? 35 ksiFtAe ? 35?2.813? ? 98.5 kips. All Rights Reserved.http://columbiaspeech.com/admin/userfiles/how-to-use-a-manual-sod-kicker.xml May not be scanned, copied or duplicated,Pn ? FyAg ? 50?2.813? ? 140. 7 kips. Net section. An ? 2.813 ? 3Ae ? An ? 1.829 in.2. Pn ? FuAe ? 70?1.829? ? 128.0 kipsThe design strength based on rupture isThe design strength is the smaller value: ?tPn ? 96.0 kips. Factored load. Combination 1: 1.4D ? 1.4?25? ? 35.0 kips. Combination 2: 1.2D ? 1.6L ? 1.2?25? ? 1.6?45? ? 102 kips. The second combination controls; Pu ? 102 kips. The member is unsatisfactory.Since Pu ? ?tPn, (102 kips ?96.0 kips),PnAlternately, the allowable stress is. Ft ? 0.6Fy ? 0.6?50? ? 30 ksiFor the net section, the allowable strength is. All Rights Reserved. May not be scanned, copied or duplicated,Alternately, the allowable stress is. Ft ? 0.5Fu ? 0.5?70? ? 35 ksi and the allowable strength is. FtAe ? 35?1.829? ? 64. 02 kips. The smaller value controls; the allowable strength is 64.0 kips. When the only loadsPa ? D ? L ? 25 ? 45 ? 70 kips. Since 70 kips ? 64.0 kips, The member is unsatisfactory.For the gross section. Pn ? FyAg ? 36?1.20? ? 43. 2 kips. For two angles, Pn ? 2?43.2? ? 86. 4 kips. Net section. An ? 1.20 ? 1Ae ? 0.85An ? 0.85?0.9813? ? 0.8341 in.2. Pn ? FuAe ? 58?0.8341? ? 48. 38 kips. For two angles, Pn ? 2?48.38? ? 96. 76 kipsThe design strength based on rupture isThe design strength is the smaller value: ?tPn ? 72.6 kips. Pu ? 1.2D ? 1.6L ? 1.2?12? ? 1.6?36? ? 72.0 kips ? 72.6 kips (OK). The member has enough strength.PnAlternately, the allowable stress is. All Rights Reserved. May not be scanned, copied or duplicated,For the net section, the allowable strength is. PnAlternately, the allowable stress is. Ft ?0.5Fu ?0.5?58 ? ?29 ksiThe net section strength controls; the allowable strength is 48.4 kips. When thePa ? D ? L ? 12 ? 36 ? 48 kips ? 48.4 kips (OK). The member has enough strength.Ae ? 4. 14 in.2Ae ? 1. 19 in.2Ae ? AgU ? 5Ae ? 3.13 in.2Ag ? 0.5?5.5? ? 2. 750 in.2. An ? Ag ? Aholes ? 2.750 ? 1Ae ? AnU ? 2.313?1.0? ? 2. 313 in.2. Ae ? 2.31 in.2All Rights Reserved.https://labroclub.ru/blog/ejemplo-manual-de-procedimientos May not be scanned, copied or duplicated,An ? Ag ? Aholes ? 3.750 ? 5Ae ? AnU ? 3.125?1.0? ? 3. 125 in.2. Ae ? 3.13 in.2U ? 1 ? x?Pn ? FuAe ? 70?1.772? ? 124 kips Pn ? 124 kipsPn ? FuAe ? 58?2.249? ? 130. 4 kips Pn ? 130 kipsFor yielding of the gross section. Pn ? FyAg ? 50?4.79? ? 239. 5 kips. For rupture of the net section. An ? Ag ? Aholes ? 4.79 ? 1From AISC Table D3.1, Case 8, U ? 0.80. Ae ? AnU ? 4.353?0.80? ? 3. 482 in.2. Pn ? FuAe ? 70?3.482? ? 243. 7 kipsThe design strength based on rupture is. All Rights Reserved. May not be scanned, copied or duplicated,The design strength is the smaller value: ?tPn ? 182.8 kips. Let Pu ? ?tPnP ? D ? L ? 41.55 ? 2?41.55? ? 125 kips P ? 125 kipsPnThe allowable strength based on rupture is. PnThe allowable load is the smaller value ? 121.9 kips P ? 122 kips. Alternate computation of allowable load using allowable stress: For yielding. Ft ? 0.6Fy ? 0.6?50? ? 30.0 ksiFtAg ? 30.0?4.79? ? 143. 7 kips. For rupture. Ft ? 0.5Fu ? 0.5?70? ? 35 ksiFtAe ? 35?3.482? ? 121. 9 kipsNet section: An ? 5.86 ? 5U ? 1 ? x?Pn ? FuAe ? 58?3.875? ? 224. 8 kipsAll Rights Reserved. May not be scanned, copied or duplicated,The design strength is the smaller value: ?tPn ? 169 kips. Load combination 2 controls. Pu ? 1.2D ? 1.6L ? 1.2?50? ? 1.6?100? ? 220 kips. Since Pu ? ?tPn, (220 kips ? 169 kips), The member is not adequate.For the net section, the allowable strength is PnThe smaller value controls; the allowable strength is 112 kips. Load combination 6 controls. Pa ?D ?0.75L ?0.75?0.6W ? ?50 ?0.75?100 ? ?0.75?0.6??45 ? ?145. 3 kips. Since 145 kips ?112 kips, The member is not adequate. Alternate ASD solution using allowable stress. Ft ?0.6Fy ?0.6?36? ? 21. 6 ksiFor the net section, Ft ?0.5Fu ?0.5?58? ? 29.0 ksiThe smaller value controls; the allowable strength is 112 kips. From load combinationPn ? FyAg ? 36?1.25? ? 45.0 kips. For rupture of the net section, from AISC Table D3.1, case 4,May not be scanned, copied or duplicated,Pn ? FuAe ? 58?1.049? ? 60. 84 kipsThe design strength based on rupture isThe design strength for LRFD is the smaller value: ?tPn ? 40.5 kipsPnThe allowable strength based on rupture is. PnNet section: An ? 10.3 ? 0.520 7Connection is through the flanges with four bolts per line.Pn ? FuAe ? 65?6.987? ? 454. 2 kipsThe design strength based on rupture isThe design strength is the smaller value: ?tPn ? 341 kipsAll Rights Reserved. May not be scanned, copied or duplicated,The smaller value controls; PnNet section. U ? 1 ? x?Pn ? FuAe ? 70?4.498? ? 314. 9 kipsThe design strength based on rupture isThe design strength is the smaller value: ?tPn ? 233 kips. Load combination 3. Pu ? 1.2D ? 1.6S ? 0.5W ? 1.2?75? ? 1.6?50? ? 0.5?70? ? 205.0 kips. Load combination 4. Pu ? 1.2D ? 1.0W ? 0.5L ? 0.5S ? 1.2?75? ? 1.0?70? ? 0.5?50? ? 185.0 kips. Load combination 3 controls. Since Pu ? ?tPn, (205 kips ? 233 kips). The member is adequate.For the net section, the allowable strength is PnThe smaller value controls; the allowable strength is 155 kips. Load combination 3: Pa. D ? S ? 75 ? 50 ? 125 kips. Load combination 6. Pa ? D ? 0.75?0.6W? ? 0.75S ? 75 ? 0.75?0.6??70? ? 0.75?50? ? 144.0 kips. Load combination 6 controls. Since 144 kips ? 155 kips, The member is adequate. All Rights Reserved. May not be scanned, copied or duplicated,Possibilities for net area. An ? Ag ? ?t ? ?d or d?The smallest value controls. Use An ? 3.833 in.2. Ae ? AnU ? An?1.0? ? 3.833 in.2. Pn ? FuAe ? 58?3.833? ? 222 kips. The nominal strength based on the net section is Pn ? 222 kipsNet section: Hole diameter ? 3Possibilities for net area. An ? Ag ? ?t ? ?d or d?Because of load transfer, use An ? 10Because of load transfer, use An ? 10The smallest value controls. Use An ? 4.125 in.2. Ae ? AnU ? 4.125?1.0? ? 4. 125 in.2. All Rights Reserved. May not be scanned, copied or duplicated,For two plates, Pn ? 2?239.3? ? 478. 6 kips. The nominal strength based on the net section is Pn ? 479 kipsNet section: Hole diameter ? 1An ? Ag ? ?tw ? ?d or d?Use Ae ? An ? 2.766 in.2. Pn ? FuAe ? 58?2.766? ? 160. 4 kipsNet section: ?tPn ? 0.75?160.4? ? 120 kips ?tPn ? 97.2 kipsNet section: PnNet section: Hole diameter ? 1 1An ? Ag ? ?tw ? ?d or d?All Rights Reserved. May not be scanned, copied or duplicated,Pn ? FuAe ? 70?4.449? ? 311. 4 kipsNet section: ?tPn ? 0.75?311.4? ? 234 kips (controls). Pu ? 1.2D ? 1.6L ? 1.2?36? ? 1.6?110? ? 219 kips ? 234 kips (OK). Since Pu ? ?tPn (219 kips ? 234 kips), The member has enough strength.Net section: PnPa ? D ? L ? 36 ? 110 ? 146 kips ? 156 kips (OK). Since Pa ? PnCompute the strength for one angle, then multiply by 2. Gross section: Ag ? 4.00 in.2For two angles, Pn ? 2?200.0? ? 400.0 kips. Net section: Hole diameter ? 7An ? Ag ? ?t ? ?d or d?U ? 1 ? x?All Rights Reserved. May not be scanned, copied or duplicated,For two angles, Pn ? 2?213.1? ? 426. 2 kipsGross section: ?tPn ? 0.90?400? ? 360 kips. Net section: ?tPn ? 0.75?426.2? ? 320 kips (controls)Gross section: PnNet section: PnPnNet section: Use a gage distance of 2.5 ? 2.5 ? 7Hole diameter ? 3An ? Ag ? ?t ? ?d or d?Use Ae ? An ? 2.63 in.2Net section: ?tPn ? 0.75?152.5? ? 114. 4 kips. All Rights Reserved. May not be scanned, copied or duplicated,Net section: PnAgv ? 7Anv ? 7Tension area ? Ant ? 7For this type of connection, Ubs ? 1.0, and from AISC Equation J4-5. Rn ? 0.6FuAnv ? UbsFuAntRn ? 86.8 kipsAgv ? 1Anv ? 1Rn ? 0.6FuAnv ? UbsFuAntAll Rights Reserved. May not be scanned, copied or duplicated,Rn ? 197 kipsThe shear areas are Agv ? 7Anv ? 7The tension area is Ant ? 7For this type of connection, Ubs ? 1.0, and from AISC Equation J4-5. Rn ? 0.6FuAnv ? UbsFuAntThe nominal block shear strength of the tension member is therefore 148.4 kips. Gusset Plate. Agv ? 3Anv ? 3Rn ? 0.6FuAnv ? UbsFuAntThe nominal block shear strength of the gusset plate is therefore 143.4 kips. The gusset plate controls, and the nominal block shear strength of the connection isAll Rights Reserved. May not be scanned, copied or duplicated,Pn ? FyAg ? 50?3.59? ? 179. 5 kips (Ag ? 3.59 in.2Net section nominal strength. U ? 1 ? x?Pn ? FuAe ? 65?2.775? ? 180. 4 kips. Block shear strength of tension member. The shear areas are Agv ? 0.314?1.5 ? 3 ? 3? ? 2 ? 4. 710 in.2. The tension area is. For this type of connection, Ubs ? 1.0, and from AISC Equation J4-5. Rn ? 0.6FuAnv ? UbsFuAntThe nominal block shear strength of the tension member is therefore 173.5 kips. Block shear strength of gusset plate. Agv ? 3Anv ? 3Rn ? 0.6FuAnv ? UbsFuAnt. All Rights Reserved. May not be scanned, copied or duplicated,The nominal block shear strength of the gusset plate is therefore 167.7 kips. The gussetFor tension on the gross area, ?tPn ? 0.90?179.5? ? 162 kips. For tension on the net area, ?tPn ? 0.75?180.4? ? 135 kips. For block shear, ?Rn ? 0.75?167.7? ? 126 kips. Block shear controls. Maximum factored load.For tension on the gross area, PnFor tension on the net area, PnFor block shear, RnBlock shear controls. Maximum service load.Required Ag ? PuRequired Ae ? PuRequired rmin ? LTry L5 ? 3. Ag ? 5.85 in.2Ae ? AnU ? 4.959?0.80? ? 3. 97 in.2May not be scanned, copied or duplicated,Required Ag ? Pa. FtRequired Ae ? PaRequired rmin ? LTry L5 ? 3. Ag ? 5.85 in.2Ae ? AnU ? 4.959?0.80? ? 3. 97 in.2Required Ag ? PuRequired Ae ? PuRequired rmin ? LTry C12 ? 25. Ag ? 7.34 in.2Therefore, we will consider this valueU ? 1 ? x?May not be scanned, copied or duplicated,Required Ag ? Pa. FtRequired Ae ? PaRequired rmin ? LTry C12 ? 25. Ag ? 7.34 in.2Therefore, we will consider this valueU ? 1 ? x?Required Ag ? PuRequired Ae ? PuRequired rmin ? LThe angle leg must be at least 5 in.Try 2L5 ? 5 ? 5. Ag ? 6.14 in.2All Rights Reserved. May not be scanned, copied or duplicated,Ae ? AnU ? 4.89?0.80? ? 3. 91 in.2Required Ag ? PaRequired Ae ? PaRequired rmin ? LThe angle leg must be at least 5 in.Try 2L5 ? 5 ? 5. Ag ? 6.14 in.2From AISC Table D4.1, for 4 or more bolts per line, U ? 0.80. Ae ? AnU ? 4.89?0.80? ? 3. 91 in.2Pu ? 1.2D ? 1.6L ? 1.2?54? ? 1.6?80? ? 192. 8 kips. Required Ag ? PuRequired Ae ? PuRequired rmin ? LTry C10 ? 20. Ag ? 5.87 in.2All Rights Reserved. May not be scanned, copied or duplicated,Pa ? D ? 0.75L ? 0.75?0.6W? ? 54 ? 0.75?80? ? 0.75?0.6 ? 75? ? 147. 8 kips. Required Ag ? PaRequired Ae ? PaRequired rmin ? LTry C12 ? 25. Ag ? 7.34 in.2Ae ? AgU ? 7.34?0.85? ? 6. 24 in.2Required Ae ? PuRequired rmin ? LTry C10 ? 20. Ag ? 5.87 in.2An ? 5.87 ? 0.379?1.0??2? ? 5. 112 in.2. Ae ? AnU ? 5.112?0.85? ? 4. 35 in.2Pu ? 1.2D ? 1.6L ? 1.2?175? ? 1.6?175? ? 490.0 kips. All Rights Reserved. May not be scanned, copied or duplicated,Required Ae ? PuRequired rmin ? LTry W10 ? 49. Ag ? 14.4 in.2Ae ? AnU ? 11.18?0.90? ? 10. 1in.2Required Ab ? PuLet ?d2Required d ? 1.57 in. Use 15D ? L ? 45 ? 5 ? 50 kips. Ft ? 0.375Fu ? 0.375?58? ? 21. 75 ksi. Required Ab ? Pa. FtLet ?d2Required d ? 1.71 in. Use d ? 1? in. All Rights Reserved. May not be scanned, copied or duplicated,Because of symmetry, the tension is the same in both rods. Tu ? 1Required Area ? Ab ? TuFrom Ab ? ?d2Tu ?Required Ab ? TuLet ?d2Ta ? 1Ft ? 0.375Fu ? 0.375?58? ? 21. 75 ksi. Required Ab ? Ta. FtLet ?d2Ta ?All Rights Reserved. May not be scanned, copied or duplicated,FtLet ?d2Load combination 4 controls.At joint C. Required Ab ? TuLet ?d2Let ?d2All Rights Reserved. May not be scanned, copied or duplicated,Required Ab ? T. FtLet ?d2Volume of water per foot of length ? ?d2The total weight per foot isRequired Ab ? TLet ?d2All Rights Reserved. May not be scanned, copied or duplicated,Ft ? 0.375Fu ? 0.375?58? ? 21. 75 ksi. Required Ab ? T. FtLet ?d2Required d ? 0.148 in. Use 5Purlins: 8.5?12.5? ? 106. 3 lbExterior joint load. Use half of the above loads except for the purlin weight, which isAll Rights Reserved. May not be scanned, copied or duplicated,RBxRByRBx ? 95.69 kips For a free-body diagram of the entire truss,RBx ? 67.25 kips Required Ae ? FALRequired rmin ? LTry L3 1An ? 1.58 ? 3From AISC Table D3.1, Case 8, use a value of U ? 0.80. Ae ? AnU ? 1.36?0.80? ? 1. 09 ?in.2This shape can be used for all of the web tension members. Although each memberThe following tableForce Req’d Ag. Member (kips) (in.2Tributary surface area per joint ?15 ?9?2Roofing: 1.2D ? 1.2?12??136. 9? ? 1971 lb. Snow: 1.6S ? 1.6?18??9 ? 15? ? 3888 lb. Purlin weight: 1.2D ? 1.2?33 ? 15? ? 594.0 lb. All Rights Reserved. May not be scanned, copied or duplicated,At peak: 1971 ? 3888 ? 500 ? 2?594? ? 7547 lb ? 7.55 kips. Load ? 7.55 kips at peak, 6.95 kips elsewhere. All Rights Reserved. May not be scanned, copied or duplicated,Snow load per truss ? 18?80??25? ? 36,000 lbFactored joint load ? 1.2D ? 1.6S ? 1.2?6.859? ? 1.6?4.500? ? 15. 43 kipsBottom chord: Member FE has the largest tension force. Use a free body of joint E:Required Ag ? FFERequired Ae ? FFEFrom Ae ? AgU, Required Ag. Required AeRequired rmin ? LAll Rights Reserved. May not be scanned, copied or duplicated,Use 2L 3 1Web members: Design for the maximum tensile force, which occurs in member AH,Length ? ?8?2Required Ag ? FAHRequired Ae ? FAHFrom Ae ? AgU, Required Ag. Required AeRequired rmin ? LTry 2L 2 ? 2 ? 3Use 2L 2 ? 2 ? 3Joint load ? D ? S ? 6859 ? 4500 ? 11,360 lbBottom chord: Member FE has the largest tension force. All Rights Reserved. May not be scanned, copied or duplicated,Required Ag ? FFERequired Ae ? FFEFrom Ae ? AgU, Required Ag. Required AeRequired rmin ? LTry 2L 5 ? 5 ? 3Use 2L 5 ? 5 ? 3Web members: Design for the maximum tensile force, which occurs in member AH,Length ? ?8?2Required Ag ? FAHRequired Ae ? FAHFrom Ae ? AgU, Required Ag. Required AeAll Rights Reserved. May not be scanned, copied or duplicated,Try 2L 2 ? 2 ? 3Use 2L 2 ? 2 ? 3Top Chord length ? ?40?2Component parallel to roof ? 3059 8Since the design is for dead load only, use load combination 1. Pu ? 1.4D ? 1.4?600? ? 840 lb. Required Ag ? PuLet ?d2Required d ? 0.181 in., Use 5Ft ?0.375Fu ?0.375?58 ? ?21. 75 ksi. Required Ab ? T. FtLet ?d2Required d ? 0.187 in., Use 5All Rights Reserved. May not be scanned, copied or duplicated,Steel Design 6th Edition Segui Solutions Manual. Full Download. This sample only, Download all chapters at: AlibabaDownload.comNow customize the name of a clipboard to store your clips. Report this Document Download now Save Save Steel Design Solution Manual - 4th Ed - Segui For Later 81 (31) 81 found this document useful (31 votes) 9K views 416 pages Steel Design Solution Manual - 4th Ed - Segui Uploaded by gilmar2626 Full description Save Save Steel Design Solution Manual - 4th Ed - Segui For Later 81 81 found this document useful, Mark this document as useful 19 19 found this document not useful, Mark this document as not useful Embed Share Print Download now Jump to Page You are on page 1 of 416 Search inside document Cancel anytime. Share this document Share or Embed Document Sharing Options Share on Facebook, opens a new window Share on Twitter, opens a new window Share on LinkedIn, opens a new window Share with Email, opens mail client Copy Text Footer menu Back to top About About Scribd Press Our blog Join our team. Quick navigation Home Books Audiobooks Documents, active. Download Steel Design Fourth Edition William t Segui Solution Manual Free in pdf format.We believe everything in the internet must be free. So this tool was designed for free download documents from the internet.We are not associated with any website in anyway.We are not responsible for the content. You are self-responsible for your download.The source code can be found at Github. Crucially, that's just enough for a morning telecommuting session from a park or coffee shop, although we wish an optional battery pack were available to keep us online longer before we had to retreat to a power outlet. So, just how fast is Sprint's 4G network. On a Wi-Fi-connected Motorola Droid, we averaged 1.53 Mbps downstream. On a laptop, our connection speed using the Overdrive was 3.16 Mbps downstream and 0.59 Mbps upstream. Given that the average American broadband speed was 3.9 Mbps in Q3 of 2009, according to Akamai's most recent report, the Overdrive lives up to its promise of delivering mobile broadband. If you're willing to take a leap on voice over Internet Protocol, the Overdrive offers a plausible cellphone alternative, assuming you can deal with its short battery life. It's small enough that you could leave it in your bag or pocket, then use Skype on an iPod Touch for your phone service. Even adding Skype credit at 2.1 cents a minute, the Overdrive-iPod plan is probably cheaper overall, with much faster data connectivity and support for multiple devices. Extras include a microSD slot for adding up to 16 GB of shared network storage; an option to reduce Wi-Fi range to conserve power; a well-designed, browser-based dashboard; and GPS integrated with Google Maps, Mapquest, Microsoft Bing or Yahoo. Sprint's 4G service is available in a handful of cities so far, and the company says Boston, Denver, Kansas City, Houston, Minneapolis, New York, San Francisco and Washington, D.C. will go online later this year. If you're outside these areas, it drops down to Sprint's slower but nearly ubiquitous 3G network. It is the essential source of information and ideas that make sense of a world in constant transformation. The WIRED conversation illuminates how technology is changing every aspect of our lives—from culture to business, science to design. The breakthroughs and innovations that we uncover lead to new ways of thinking, new connections, and new industries. All rights reserved. Use of this site constitutes acceptance of our User Agreement and Privacy Policy and Cookie Statement and Your California Privacy Rights. Wired may earn a portion of sales from products that are purchased through our site as part of our Affiliate Partnerships with retailers. The material on this site may not be reproduced, distributed, transmitted, cached or otherwise used, except with the prior written permission of Conde Nast. Ad Choices. Louis, Cincinnati, Cleveland, Pittsburgh, Salt Lake City, New York City, Houston, Boston, Washington, D.C., Kansas City, Denver, Minneapolis, and the San Francisco Bay Area by the end of this year, at which point Sprint says its 4G network will cover 120 million people. If you don't live in one of these cities or wander out of a coverage zone, the Overdrive will switch to 3G. Sprint says its 4G network can provide wireless speeds of up to 10 times faster than today's 3G, with average download speeds ranging from 3Mbps to 6Mbps, compared with 3G's 600kbps to 1.7Mbps.Based on five tests using Speedtest.net, the Overdrive averaged download speeds of 2.61Mbps and upload speeds of 0.2Mbps; a 3.46MB photo took 1 minute and 40 seconds to upload with a signal strength of -45dBm. For comparison's sake, the Verizon Wireless MiFi offered around 1,000Kbps download and 500Kbps upload, and the Sprint Sierra Wireless 598U USB stick averaged 890Kbps for download speeds and 381Kbps for upload speeds. It actually saved our sanity on more than one occasion when our hotel's Wi-Fi slowed to a crawl and in fact, we had completely switched to just using the Overdrive. Hopefully, Sprint will continue to roll out its WiMax network at a steady pace so others can enjoy the benefit of the Overdrive soon. Our only major complaint is about battery life. It's rated for 3 hours of continuous use (1.5 days of standby time), which is pretty much what we got on a single charge, but that isn't much, so keep your charger handy. I think notWe delete comments that violate our policy, which we encourage you to read. Discussion threads can be closed at any time at our discretion. Important: This is not the login data for your Internet service provider.If you don't have the manual at hand or don't want to search the complete manual for the login credentials, you can use the Quick install guide which you can find below. To access the router login page it is important that you are connected to the router. Tip: If you have Wi-Fi problems and it is not possible to connect to the router, you can connect your computer and the router with a LAN cable.Alternatively look into the manual that can be found here: Manual of your router. If you have problems logging in to the router or you have forgotten your password.Then you should try the IP addresses from the following list.In most cases you can perform a factory reset by pressing a small button on the back of the router for 10-20 seconds. After that the router lights up and needs some minutes to reset all settings. 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