LEADER 04983nam 2200685 450 001 9910460364703321 005 20200520144314.0 010 $a0-7844-7870-8 035 $a(CKB)3710000000408810 035 $a(EBL)3115716 035 $a(SSID)ssj0001498701 035 $a(PQKBManifestationID)11927610 035 $a(PQKBTitleCode)TC0001498701 035 $a(PQKBWorkID)11506038 035 $a(PQKB)11552244 035 $a(MiAaPQ)EBC3115716 035 $a(Au-PeEL)EBL3115716 035 $a(CaPaEBR)ebr11052095 035 $a(OCoLC)909895231 035 $a(EXLCZ)993710000000408810 100 $a20150514h20152015 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aDesign of latticed steel transmission structures /$fAmerican Society of Civil Engineers 210 1$aReston, Virginia :$cAmerican Society of Civil Engineers,$d2015. 210 4$dİ2015 215 $a1 online resource (90 p.) 225 1 $aASCE Standards 300 $a"This document uses both the International System of Units (SI) and customary units." 300 $a"ASCE/SEI 10-15." 311 $a0-7844-1376-2 320 $aIncludes bibliographical references and index. 327 $a""Cover""; ""CONTENTS""; ""PREFACE""; ""DESIGN OF STEEL TRANSMISSION TOWERS STANDARDS COMMITTEE""; ""1.0 GENERAL""; ""1.1 Scope""; ""1.2 Applicable Documents""; ""1.3 Definitions""; ""2.0 LOADING, GEOMETRY, AND ANALYSIS""; ""2.1 Introduction""; ""2.2 Loads""; ""2.3 Geometric Configurations""; ""2.4 Methods of Analysis""; ""3.0 DESIGN OF MEMBERS""; ""3.1 Introduction""; ""3.2 Material""; ""3.3 Minimum Sizes""; ""3.4 Slenderness Ratios""; ""3.5 Properties of Sections""; ""3.6 Design Compression""; ""3.7 Compression Members: Angles""; ""3.7.1 Maximum w/t Ratio"" 327 $a""3.7.2 Design Compressive Stress""""3.7.3 Determination of F[sub(a)]""; ""3.7.4 Effective Lengths""; ""3.8 Compression Members: Symmetrical Lipped Angles""; ""3.8.1 Maximum w/t Ratio""; ""3.8.2 Design Compressive Stress""; ""3.8.3 Equivalent Radius of Gyration""; ""3.8.4 Minimum Lip Depth""; ""3.9 Compression Members Not Covered in Sections 3.7 and 3.8""; ""3.9.1 Design Compressive Stress""; ""3.9.2 Maximum w/t Ratio""; ""3.9.3 Effective Widths of Elements in Compression""; ""3.9.4 Doubly Symmetric Open Cross Sections""; ""3.9.5 Singly Symmetric Open Cross Sections"" 327 $a""3.9.6 Point-Symmetric Open Cross Sections""""3.9.7 Closed Cross Sections""; ""3.9.8 Nonsymmetric Cross Sections""; ""3.9.9 Lips""; ""3.9.10 Eccentric Connections""; ""3.10 Tension Members""; ""3.10.1 Design Tensile Stress""; ""3.10.2 Angle Members""; ""3.10.3 Eccentric Connections""; ""3.10.4 Threaded Rods and Anchor Bolts""; ""3.10.5 Guys""; ""3.11 Stitch Bolts""; ""3.12 Axial Compression and Bending""; ""3.13 Axial Tension and Bending""; ""3.14 Beams""; ""3.14.1 Properties of Sections""; ""3.14.2 Design Tension""; ""3.14.3 Laterally Supported Beams"" 327 $a""3.14.4 I, Channel, and Cruciform Sections""""3.14.5 Other Doubly Symmetric Open Sections""; ""3.14.6 Singly Symmetric I and T Sections""; ""3.14.7 Other Singly Symmetric Open Sections""; ""3.14.8 Equal Leg Angles""; ""3.15 Design Shear""; ""3.15.1 Beam Webs""; ""3.15.2 Angles""; ""3.16 Redundant Members""; ""3.17 Welded Angles""; ""3.17.1 Compression Members""; ""3.17.2 Tension Members""; ""3.18 Test Verification""; ""4.0 DESIGN OF CONNECTIONS""; ""4.1 Introduction""; ""4.2 General Requirements""; ""4.3 Fasteners""; ""4.3.1 Materials""; ""4.3.2 Bolt Shear Capacity"" 327 $a""4.3.3 Bolt Tension Capacity""""4.3.4 Bolts Subject to Combined Shear and Tension""; ""4.4 Design Bearing Stress""; ""4.5 Minimum Distances""; ""4.5.1 End Distance""; ""4.5.2 Center-to-Center Bolt Hole Spacing""; ""4.5.3 Edge Distance""; ""4.6 Attachment Holes""; ""4.7 Post Angle Member Splices""; ""4.8 Test Verification""; ""5.0 DETAILING AND FABRICATION""; ""5.1 Detailing""; ""5.1.1 Drawings""; ""5.1.2 Approval of Shop Drawings""; ""5.1.3 Connections""; ""5.1.4 Bolt Spacing""; ""5.1.5 Detail Failures During Testing""; ""5.1.6 Material""; ""5.1.7 Weathering Steel"" 327 $a""5.1.8 Tension-Only Members"" 410 0$aStandard 606 $aElectric lines$xPoles and towers$xDesign and construction$xStandards 606 $aSteel framing (Building)$xStandards 606 $aSteel, Structural$vSpecifications 606 $aLattice theory 608 $aElectronic books. 615 0$aElectric lines$xPoles and towers$xDesign and construction$xStandards. 615 0$aSteel framing (Building)$xStandards. 615 0$aSteel, Structural 615 0$aLattice theory. 676 $a621.319/22 712 02$aStructural Engineering Institute, 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910460364703321 996 $aDesign of latticed steel transmission structures$92243468 997 $aUNINA LEADER 01663nam 2200385 n 450 001 996389989203316 005 20221107142249.0 035 $a(CKB)4940000000098960 035 $a(EEBO)2240864223 035 $a(UnM)9927903700971 035 $a(UnM)99826592 035 $a(EXLCZ)994940000000098960 100 $a19941219d1692 uy | 101 0 $aeng 135 $aurbn||||a|bb| 200 02$aA curious collection of paintings, by the best masters ancient anmodern [sic]$b[electronic resource] $eparticularly, Van Dyck. ... Brill. Will be sold by aucion [sic] at VVills Coffee-house at the west-end of the Court of Requests, over against the Painted Chamber, near VVestminster-hall, on VVednesday, the 13th of this instant January, 1691. The sale beginning at ten of the clock in the morning. By John Bullord. Catalogues are destributed gratis at the coffee-houses in Westminster-hall, and at the place of sale 210 $a[London $cs.n.$d1692] 215 $a[2], 6 p 300 $aPlace of publication from Wing. 300 $aYear in title given according to Lady Day dating. 300 $aReproduction of the original in the British Library. 330 $aeebo-0018 606 $aArt auctions$zEngland$zLondon$vEarly works to 1800 606 $aArt$zEngland$xCatalogs$vEarly works to 1800 615 0$aArt auctions 615 0$aArt$xCatalogs 700 $aBullord$b John$01001312 801 0$bCu-RivES 801 1$bCu-RivES 801 2$bCStRLIN 801 2$bWaOLN 906 $aBOOK 912 $a996389989203316 996 $aA curious collection of paintings, by the best masters ancient anmodern$92388680 997 $aUNISA