Structural Details, Steel Bridge–Philippines DWG Detail for AutoCAD

Structural Details, Steel Bridge–Philippines DWG Detail for AutoCAD

Structural Details of Steel Bridge

Drawing labels, details, and other text information extracted from the CAD file:

side view, front view, vert. tee connector, thk. gusset plates, thk. gusset plates, hor. tee, connectors, side view, top view, top view, plates, shim, vert. tee connector, front view, side view, beam seat, projectname, side view, front view, vert. tee connector, shim, plates, scale, hor., tee connector, vert. tee connector, hor., diag. bracings, transverse bracings, hor. tee connector, transverse bracings, hor., top chord, beam seat, gusset plates, bolts, scale, detail of joint, top chord, hor. tee connector, beam seat, hor. tee connector, vert. member, gusset plates, vert. tee connector, shim plates, top chord, splice plate, shim plates, thk. splice plate, top chord, hor., diag. bracings, tee connector, transverse bracings, hor., diag. bracings, hor., vert. tee connector, hor. tee connector, top chord, beam seat, gusset plates, bolts, diag. member, vert. tee connector, shim plates, gusset plates, top chord, hor. tee connector, beam seat, scale, detail of joint, scale, projectname, shim, plates, beam seat, hor. tee connector, top chord, hor. tee connector, top chord, shim plates, vert. tee connector, diag. member, gusset plates, detail of joint, scale, scale, bolts, gusset plates, top chord, tee connector, hor., transverse bracings, diag. bracings, hor., hor. tee connector, hor., diag. bracings, vert. tee connector, beam seat, of symmetry, thk. gusset plates, vert. tee connector, front view, top view, plates, shim, plates, thk. gusset plates, projectname, side view, front view, vert. tee connector, thk. gusset plates, thk. gusset plates, vert. tee connector, front view, side view, projectname, side view, front view, vert. tee connector, projectname, thk. gusset plates, vert. tee connector, front view, top view

Raw text data extracted from CAD file:

116 116 186 100 86 128 86 7 @ 86mm = 602mm 86 126 86 50 86 126 86 7 @ 86mm = 602mm 50 SIDE VIEW (CT-4) FRONT VIEW (CT-4) WT16.5x110.5 VERT. TEE CONNECTOR (CT-4) 2@86=172 127 50 65 50 50 86 86 108 108 52 19mm thk. GUSSET PLATES (GP-2) 52 64 86 86 86 128 86 160 50 2@141=282 2@114=228 160 86 130 86 160 2@114=228 160 2@141=282 50 281 1500 281 2062 281 950 281 950 1 100 100 52 86 128 86 52 117 114 114 160 86 130 86 160 114 114 117 86 86 60 6@86 = 516 3@114 = 342 3@114 = 342 19mm thk. GUSSET PLATES (GP-1) 107 2@114 = 228 107 442 50 86 C L 50 3@114 = 342 50 WT16.5x100.5 HOR. TEE CONNECTORS (CT-1 & CT-2) 162 122 95 65 97 92 2@86 = 172 45 SIDE VIEW (CT-1 & CT-2) TOP VIEW (CT-2) -2.498422358781966 -2.498422358781966 87 -2.498422358781966 -2.498422358781966 -2.498422358781966 TOP VIEW (CT-1) 52 103 120 PLATES (FP-2) PLATES (FP-1) 9.5mm SHIM (FILLER) 19mm SHIM (FILLER) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 373 200 705 6@86=516 50 50 600 50 65 86 108 108 WT16.5x110.5 VERT. TEE CONNECTOR (CT-3) 86 100 100 50 2@86=172 FRONT VIEW (CT-3) SIDE VIEW (CT-3) 127 2@86=172 119 124 43.65° 2@86=172 L203x203x22mm BEAM SEAT (BS-1) -0.9006936039391462 -0.9006936039391462 -0.9006936039391462 -0.9006936039391462 50 50 -0.9006936039391462 68 PROJECTNAME PROJECTNAME PROJECTNAME 52 86 128 86 64 86 116 86 64 2@114=228 160 117 130 86 160 86 2@114=228 117 1312 404 60 3@114=342 3@114=342 60 52 86 128 86 3@86=258 404 526 254 532 404 464 373 475 1312 404 755 757 50 5 1159 1161 493 50 496 86 128 86 SIDE VIEW (CT-3A) FRONT VIEW (CT-3A) WT16.5x110.5 VERT. TEE CONNECTOR (CT-3A) 600 50 2@86=172 86 50 242 108 108 51 86 241 2@86=172 50 50 2@86=172 122 81 122 121 2@86=172 127 27mm SHIM (FILLER) PLATES (FP-3) 0.0 74 74 148 0.0 0.0 0.0 0.0 0.0 0.0 P L A N SCALE 1:20 m SS-8 SS-8 4B WT16.5x100.5 HOR. TEE CONNECTOR (CT-6) WT16.5x110.5 VERT. TEE CONNECTOR (CT-7) s 152.4x88.9x9.5mm HOR. s 152.4x101.6x15.8mm HOR. DIAG. BRACINGS (TDB-8) TRANSVERSE BRACINGS (TTB-4) 2 L L 2 L L WT16.5x100.5 HOR. TEE CONNECTOR (CT-6) 2 L L TRANSVERSE BRACINGS (TDB-9) s 152.4x88.9x9.5mm HOR. W14x311 TOP CHORD (TC-2) L203x203x22mm BEAM SEAT (BS-1) 2-19mm GUSSET PLATES (GP-4) 28.6mmd A325 BOLTS (TYP.) 1:20 m SCALE DETAIL OF JOINT 5A SS-2 SS-8 W14x311 TOP CHORD (TC-2) WT16.5x100.5 HOR. TEE CONNECTOR (CT-6) 203x203x22mm BEAM SEAT (BS-2) WT16.5x100.5 HOR. TEE CONNECTOR (CT-6) W14x61 VERT. MEMBER (VM-3) 2-19mm GUSSET PLATES (GP-5) WT16.5x110.5 VERT. TEE CONNECTOR (CT-7) 2-41.3mm SHIM (FILLER) PLATES (FP-6) 5 5B SS-8 SS-8 W14x311 TOP CHORD (TC-2) 2-25x406mm SPLICE PLATE 2-14.3mm SHIM (FILLER) PLATES (FP-4) 2-25mm thk. SPLICE PLATE (SP-1) W14x233 TOP CHORD (TC-1) L L 2 s 152.4x88.9x9.5mm HOR. WT16.5x100.5 HOR. DIAG. BRACINGS (TDB-7) TEE CONNECTOR (CT-5) L L 2 TRANSVERSE BRACINGS (TTB-3) s 152.4x101.6x15.8mm HOR. DIAG. BRACINGS (TDB-6) s 152.4x88.9x9.5mm HOR. 2 L L WT16.5x110.5 VERT. TEE CONNECTOR (CT-4) WT16.5x100.5 HOR. TEE CONNECTOR (CT-5) WT16.5x100.5 HOR. TEE CONNECTOR (CT-5) W14x233 TOP CHORD (TC-1) L203x203x22mm BEAM SEAT (BS-1) 2-19mm GUSSET PLATES (GP-4) 28.6mmd A325 BOLTS (TYP.) W14x120 DIAG. MEMBER (DM-4) W14x120 DIAG. MEMBER (DM-3) WT16.5x110.5 VERT. TEE CONNECTOR (CT-4) 2-33.3mm SHIM (FILLER) PLATES (FP-5) 2-19mm GUSSET PLATES (GP-4) W14x311 TOP CHORD (TC-2) WT16.5x100.5 HOR. TEE CONNECTOR (CT-5) 203x203x22mm BEAM SEAT (BS-1) 4 4B SS-8 SS-8 4B SS-8 SS-8 1:20 m SCALE P L A N SS-8 SS-2 4A DETAIL OF JOINT SCALE 1:20 m PROJECTNAME 2-14.3mm SHIM (FILLER) PLATES (FP-4) 6 SS-8 SS-8 6B 203x203x22mm BEAM SEAT (BS-1) WT16.5x100.5 HOR. TEE CONNECTOR (CT-6) W14x311 TOP CHORD (TC-2) WT16.5x100.5 HOR. TEE CONNECTOR (CT-6) W14x311 TOP CHORD (TC-2) 2-37.5mm SHIM (FILLER) PLATES (FP-7) WT16.5x110.5 VERT. TEE CONNECTOR (CT-4) W14x99 DIAG. MEMBER (DM-5) 2-19mm GUSSET PLATES (GP-6) SS-8 SS-2 6A DETAIL OF JOINT SCALE 1:20 m 6B SS-8 SS-8 1:20 m SCALE P L A N 28.6mmd A325 BOLTS (TYP.) 2-19mm GUSSET PLATES (GP-6) W14x311 TOP CHORD (TC-2) W14x311 TOP CHORD (TC-2) TEE CONNECTOR (CT-6) WT16.5x100.5 HOR. s 152.4x101.6x15.8mm HOR. TRANSVERSE BRACINGS (TTB-4) 2 L L DIAG. BRACINGS (TDB-10) s 152.4x88.9x9.5mm HOR. 2 L L WT16.5x100.5 HOR. TEE CONNECTOR (CT-6) L L 2 s 152.4x88.9x9.5mm HOR. DIAG. BRACINGS (TDB-10) WT16.5x110.5 VERT. TEE CONNECTOR (CT-4) L203x203x22mm BEAM SEAT (BS-1) 8 7 OF SYMMETRY C L 50 103 2@86=172 133 3@86=258 147 86 130 86 147 3@86=258 133 103 2@86=172 50 2028 56 86 128 86 68 86 86 408 393 264 1065 56 86 128 86 412 389 264 1065 150 262 50 43 86 100 86 4@86=344 162 247 1207 50 43 86 50 50 86 4@86=344 19mm thk. GUSSET PLATES (GP-4) 19mm thk. GUSSET PLATES (GP-3) WT16.5x110.5 VERT. TEE CONNECTOR (CT-5) FRONT VIEW (CT-5) TOP VIEW (CT-5) 50 43 3@86=258 43 50 86 64 64 86 96 122 120 122 92 444 444 50 86 100 86 50 93 4@86=344 50 50 PLATES (FP-5) 33.3mm SHIM (FILLER) 14.3mm SHIM (FILLER) PLATES (FP-4) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 373 7 5 56 128 86 56 86 128 86 412 19mm thk. GUSSET PLATES (GP-4) 68 86 116 116 86 86 412 60 117 2@114=228 160 86 130 86 160 2@114=228 117 60 1312 3@114=342 526 254 532 900 897 493 496 905 908 74 74 127 127 74 74 50 3@86=258 127 127 11 10 2 9 3 8 4 100 100 2@86=172 50 2@86=172 127 119 124 43.65° 2@86=172 2062 281 1500 281 950 281 950 281 2@141=282 50 2@114=228 160 86 2@114=228 160 2@141=282 50 130 160 86 160 86 86 128 86 86 108 108 86 86 108 108 86 50 600 50 86 86 126 86 126 86 50 86 120 103 2@86=172 100 127 186 116 PROJECTNAME 52 86 86 128 86 64 86 116 3@114=342 60 60 52 86 86 128 3@114=342 3@86=258 404 64 3@114 = 342 3@114 = 342 6@86 = 516 60 86 86 52 86 128 86 52 100 100 116 52 404 1312 404 757 50 90°0'0" 1159 1161 86 86 128 50 86 2@86=172 50 108 108 51 86 2@86=172 241 50 600 81 122 121 122 127 2@86=172 50 50 103 2@86=172 133 3@86=258 86 147 86 130 147 3@86=258 103 133 2@86=172 50 56 86 86 128 393 1065 264 408 86 86 68 1065 412 389 264 56 86 128 86 150 262 43 86 100 86 50 1207 247 162 43 50 86 50 50 86 50 3@86=258 43 50 43 86 86 64 64 96 122 120 122 92 444 444 2028 116 68 116 86 86 86 412 60 117 2@114=228 86 160 86 130 117 60 2@114=228 160 1312 3@114=342 526 254 532 493 905 496 908 74 74 127 127 74 74 50 3@86=258 127 127 \A1;373 \A1;50 \A1;50 \A1;4@86=344 \A1;93 \A1;50 \A1;86 \A1;100 \A1;86 \A1;50 \A1;950 \A1;126 \A1;152 \A1;126 \A1;404 \A1;50 \A1;86 \A1;118 \A1;86 \A1;64 \A1;52 \A1;86 \A1;128 \A1;86 \A1;52 \A1;62 \A1;86 \A1;147 \A1;3@86=258 \A1;133 \A1;2@86=172 \A1;43 \A1;50 \A1;887 \A1;63 \A1;447 \A1;3@86=258 \A1;50 \A1;53 \A1;148 \A1;53 \A1;254 \A1;86 \A1;86 \A1;131 \A1;86 \A1;403 \A1;50 \A1;6@86=516 \A1;705 \A1;200 \A1;373 \A1;50 \A1;7@86=602 \A1;50 \A1;86 \A1;126 \A1;86 \A1;398 \A1;702 \A1;2@86 = 172 \A1;92 \A1;109 \A1;87 \A1;225 \A1;93 \A1;45 \A1;2@86 = 172 \A1;92 \A1;97 \A1;65 \A1;95 \A1;122 \A1;162 \A1;50 \A1;3@114 = 342 \A1;50 \A1;86 \A1;50 \A1;107 \A1;2@114 = 228 \A1;107 \A1;116 \A1;74 \A1;74 \A1;127 \A1;127 \A1;60 \A1;3@114=342 \A1;3@114=342 \A1;60 \A1;52 \A1;86 \A1;128 \A1;86 \A1;3@86=258 \A1;404 \A1;404 \A1;1312 \A1;404 \A1;757 \A1;50 \A1;90° \A1;1159 \A1;1161 \A1;86 \A1;128 \A1;86 \A1;600 \A1;50 \A1;2@86=172 \A1;86 \A1;50 \A1;108 \A1;108 \A1;51 \A1;86 \A1;241 \A1;2@86=172 \A1;50 \A1;50 \A1;122 \A1;81 \A1;122 \A1;121 \A1;2@86=172 \A1;127 \A1;600 \A1;50 \A1;86 \A1;108 \A1;108 \A1;86 \A1;100 \A1;100 \A1;50 \A1;2@86=172 \A1;127 \A1;2@86=172 \A1;119 \A1;124 \A1;43.65° \A1;2@86=172 \A1;52 \A1;86 \A1;128 \A1;86 \A1;64 \A1;86 \A1;116 \A1;86 \A1;64 \A1;86 \A1;86 \A1;60 \A1;6@86 = 516 \A1;3@114 = 342 \A1;3@114 = 342 \A1;52 \A1;103 \A1;120 \A1;116 \A1;116 \A1;186 \A1;100 \A1;86 \A1;126 \A1;86 \A1;50 \A1;86 \A1;126 \A1;86 \A1;50 \A1;2@86=172 \A1;127 \A1;50 \A1;86 \A1;86 \A1;108 \A1;108 \A1;86 \A1;86 \A1;86 \A1;128 \A1;86 \A1;160 \A1;50 \A1;2@141=282 \A1;2@114=228 \A1;160 \A1;86 \A1;130 \A1;86 \A1;160 \A1;2@114=228 \A1;160 \A1;2@141=282 \A1;50 \A1;281 \A1;1500 \A1;281 \A1;2062 \A1;281 \A1;950 \A1;281 \A1;950 \A1;100 \A1;100 \A1;52 \A1;86 \A1;128 \A1;86 \A1;52 \A1;50 \A1;103 \A1;2@86=172 \A1;133 \A1;3@86=258 \A1;147 \A1;86 \A1;130 \A1;86 \A1;147 \A1;3@86=258 \A1;133 \A1;103 \A1;2@86=172 \A1;50 \A1;2028 \A1;56 \A1;86 \A1;128 \A1;86 \A1;68 \A1;86 \A1;86 \A1;408 \A1;393 \A1;264 \A1;1065 \A1;56 \A1;86 \A1;128 \A1;86 \A1;412 \A1;389 \A1;264 \A1;1065 \A1;150 \A1;262 \A1;50 \A1;43 \A1;86 \A1;100 \A1;86 \A1;162 \A1;247 \A1;1207 \A1;50 \A1;43 \A1;86 \A1;50 \A1;50 \A1;86 \A1;50 \A1;43 \A1;3@86=258 \A1;43 \A1;50 \A1;86 \A1;64 \A1;64 \A1;86 \A1;96 \A1;122 \A1;120 \A1;122 \A1;92 \A1;444 \A1;444 \A1;116 \A1;116 \A1;186 \A1;100 \A1;86 \A1;126 \A1;86 \A1;50 \A1;86 \A1;126 \A1;86 \A1;50 \A1;2@86=172 \A1;127 \A1;50 \A1;86 \A1;86 \A1;108 \A1;108 \A1;86 \A1;86 \A1;86 \A1;128 \A1;86 \A1;160 \A1;50 \A1;2@141=282 \A1;2@114=228 \A1;160 \A1;86 \A1;130 \A1;86 \A1;160 \A1;2@114=228 \A1;160 \A1;2@141=282 \A1;50 \A1;281 \A1;1500 \A1;281 \A1;2062 \A1;281 \A1;950 \A1;281 \A1;950 \A1;100 \A1;100 \A1;52 \A1;86 \A1;128 \A1;86 \A1;52 \A1;86 \A1;86 \A1;60 \A1;6@86 = 516 \A1;3@114 = 342 \A1;3@114 = 342 \A1;52 \A1;103 \A1;120 \A1;600 \A1;50 \A1;86 \A1;108 \A1;108 \A1;86 \A1;100 \A1;100 \A1;50 \A1;2@86=172 \A1;127 \A1;2@86=172 \A1;119 \A1;124 43.65° \A1;2@86=172 \A1;52 \A1;86 \A1;128 \A1;86 \A1;64 \A1;86 \A1;116 \A1;86 \A1;64 \A1;60 \A1;3@114=342 \A1;3@114=342 \A1;60 \A1;52 \A1;86 \A1;128 \A1;86 \A1;3@86=258 \A1;404 \A1;404 \A1;1312 \A1;404 \A1;757 \A1;50 \A1;90° \A1;1159 \A1;1161 \A1;86 \A1;128 \A1;86 \A1;600 \A1;50 \A1;2@86=172 \A1;86 \A1;50 \A1;108 \A1;108 \A1;51 \A1;86 \A1;241 \A1;2@86=172 \A1;50 \A1;50 \A1;122 \A1;81 \A1;122 \A1;121 \A1;2@86=172 \A1;127 \A1;50 \A1;103 \A1;2@86=172 \A1;133 \A1;3@86=258 \A1;147 \A1;86 \A1;130 \A1;86 \A1;147 \A1;3@86=258 \A1;133 \A1;103 \A1;2@86=172 \A1;50 \A1;2028 \A1;56 \A1;86 \A1;128 \A1;86 \A1;68 \A1;86 \A1;86 \A1;408 \A1;393 \A1;264 \A1;1065 \A1;56 \A1;86 \A1;128 \A1;86 \A1;412 \A1;389 \A1;264 \A1;1065 \A1;150 \A1;262 \A1;50 \A1;43 \A1;86 \A1;100 \A1;86 \A1;162 \A1;247 \A1;1207 \A1;50 \A1;43 \A1;86 \A1;50 \A1;50 \A1;86 \A1;50 \A1;43 \A1;3@86=258 \A1;43 \A1;50 \A1;86 \A1;64 \A1;64 \A1;86 \A1;96 \A1;122 \A1;120 \A1;122 \A1;92 \A1;444 \A1;444 \A1;56 \A1;128 \A1;86 \A1;56 \A1;86 \A1;128 \A1;86 \A1;412 \A1;68 \A1;86 \A1;116 \A1;116 \A1;86 \A1;86 \A1;412 \A1;60 \A1;117 \A1;2@114=228 \A1;160 \A1;86 \A1;130 \A1;86 \A1;160 \A1;2@114=228 \A1;117 \A1;60 \A1;1312 \A1;3@114=342 \A1;526 \A1;254 \A1;532 \A1;493 \A1;496 \A1;905 \A1;908 \A1;74 \A1;74 \A1;127 \A1;127 \A1;74 \A1;74 \A1;50 \A1;3@86=258 \A1;127 \A1;127 116 116 186 100 86 128 86 7 @ 86mm = 602mm 86 126 86 50 86 126 86 7 @ 86mm = 602mm 50 SIDE VIEW (CT-4) FRONT VIEW (CT-4) WT16.5x110.5 VERT. TEE CONNECTOR (CT-4) 2@86=172 127 50 65 50 50 86 86 108 108 52 19mm thk. GUSSET PLATES (GP-2) 52 64 86 86 86 128 86 160 50 2@141=282 2@114=228 160 86 130 86 160 2@114=228 160 2@141=282 50 281 1500 281 2062 281 950 281 950 1 100 100 52 86 128 86 52 117 114 114 160 86 130 86 160 114 114 117 86 86 60 6@86 = 516 3@114 = 342 3@114 = 342 19mm thk. GUSSET PLATES (GP-1) 52 103 120 50 600 50 65 86 108 108 WT16.5x110.5 VERT. TEE CONNECTOR (CT-3) 86 100 100 50 2@86=172 FRONT VIEW (CT-3) SIDE VIEW (CT-3) 127 2@86=172 119 124 43.65° 2@86=172 PROJECTNAME PROJECTNAME PROJECTNAME 52 86 128 86 64 86 116 86 64 2@114=228 160 117 130 86 160 86 2@114=228 117 1312 404 60 3@114=342 3@114=342 60 52 86 128 86 3@86=258 404 526 254 532 404 464 373 475 1312 404 755 757 50 5 1159 1161 493 50 496 86 128 86 SIDE VIEW (CT-3A) FRONT VIEW (CT-3A) WT16.5x110.5 VERT. TEE CONNECTOR (CT-3A) 600 50 2@86=172 86 50 242 108 108 51 86 241 2@86=172 50 50 2@86=172 122 81 122 121 2@86=172 127 74 74 148 PROJECTNAME 50 103 2@86=172 133 3@86=258 147 86 130 86 147 3@86=258 133 103 2@86=172 50 2028 56 86 128 86 68 86 86 408 393 264 1065 56 86 128 86 412 389 264 1065 150 262 50 43 86 100 86 4@86=344 162 247 1207 50 43 86 50 50 86 4@86=344 19mm thk. GUSSET PLATES (GP-4) 19mm thk. GUSSET PLATES (GP-3) WT16.5x110.5 VERT. TEE CONNECTOR (CT-5) FRONT VIEW (CT-5) TOP VIEW (CT-5) 50 43 3@86=258 43 50 86 64 64 86 96 122 120 122 92 444 444 116 900 897 74 74 127 127 11 10 2 9 3 8 4

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, bridge, bridgephilippines, DETAIL, details, DWG, stahlrahmen, stahlträger, steel, steel beam, steel frame, steel structures, structural, structure en acier