Table Of Content

Appendix A Test frame fabrication drawings This appendix provides the drawings that were provided to the fabricators to fabricate the test frame. The drawings for the first-storey brace are included after the drawings for the rest of the frame because the original intent was to lock the SCED brace closed for tests in the 0V configurations. A conventional brace was used instead after calibration of the SCED brace showed that the planned lock-off device was not effective. A-1 Rocking Steel Frame UNIVERSITY of TORONTO Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Départment des génies civil, géologique et des mines Bill of Materials: Tube and Angle Sections Total Part # Description Page Section Weight (kg) # Required Material Weight (kg) C1 Bottom Left Column PT1 HSS127x76x4.8 67 1 67 ASTM A500-C C2 Bottom Right Column PT1 HSS127x76x4.8 67 1 67 ASTM A500-C C3 Top Left Column PT2 HSS127x76x4.8 61 1 61 ASTM A500-C C4 Top Right Column PT2 HSS127x76x4.8 61 1 61 ASTM A500-C BMT Typical Beam Section PT3 HSS76x76x8.0 31 7 217 ASTM A500-C BM0 Beam 0 Section PT3 HSS76x76x8.0 30 1 30 ASTM A500-C BM1 Beam 1 Section PT3 HSS76x76x8.0 30 1 30 ASTM A500-C BM8 Beam 8 Section PT3 HSS76x76x8.0 40 1 40 ASTM A500-C BRT Typical Brace Section PT4 HSS76x76x8.0 39 4 156 ASTM A500-C BR2 Brace 2 Section PT4 HSS76x76x8.0 39 1 39 ASTM A500-C BR5 Brace 5 Section PT4 HSS76x76x8.0 39 1 39 ASTM A500-C BR8 Brace 8 Section PT4 HSS76x76x8.0 23 2 46 ASTM A500-C B TU1 Stiffening Tube for PT Anchorage PT17 HSS203x152x13 62 1 62 ASTM A500-C A SB Side Bumper PT19 L102x76x6.4 1 8 10 300W SUBTOTAL 925 REVISIONS REV. DESCRIPTION DATE A Side bumpers added 2010-07-05 B TU1 changed to HSS203x152x13 2010-07-05 UNIVERSITY of TORONTO Project Title REV Date Rocking Steel Frame 4 2010/07/08 Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Drawing Title Designer Drawing No. Départment des génies civil, géologique et des mines Bill of Materials 1/5 LDW LW05-BM1 Rocking Steel Frame UNIVERSITY of TORONTO Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Départment des génies civil, géologique et des mines Bill of Materials: Plates (1/3) Plate Thickness Total Part # Description Page Weight (kg) # Required Material (inches) Weight (kg) CPTS Typical Short Connection Plate PT5 0.5 7 6 43 300W CPTL Typical Long Connection Plate PT5 0.5 8.5 5 43 300W CP0 Connection Plate for Beam 0 PT6 0.75 12 2 24 300W CP1L Long Connection Plate for Beam 1 PT6 0.5 9 1 9 300W CP4L Long Connection Plate for Beam 4 PT7 0.5 8 1 8 300W CP4S Short Connection Plate for Beam 4 PT7 0.5 7 1 7 300W CP4U Connection Plate for Beam 4U PT7 0.5 7 2 14 300W GBR Typical Gusset Plate with Braces PT8 0.5 13 1 13 300W Typical Gusset Plate without GNO PT8 0.5 6 2 13 300W Braces Typical Mass-Connecting Gusset GMBR PT8 0.5 13 2 26 300W Plate with Braces Typical Mass-Connecting Gusset GMNO PT8 0.5 6 3 18 300W Plate without Braces G8 Storey 8 Gusset Plate PT9 0.5 14 1 14 300W Storey 4 Gusset Plate without G4NO PT9 0.5 13 1 13 300W Braces G1 Storey 1 Gusset Plate PT9 0.5 21 1 21 300W G4BR Storey 4 Gusset Plate with Braces PT9 0.5 14 1 14 300W SUBTOTAL 280 UNIVERSITY of TORONTO Project Title REV Date Rocking Steel Frame 3 2010/06/26 Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Drawing Title Designer Drawing No. Départment des génies civil, géologique et des mines Bill of Materials 2/5 LDW LW05-BM2 Rocking Steel Frame UNIVERSITY of TORONTO Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Départment des génies civil, géologique et des mines Bill of Materials: Plates (2/3) Plate Thickness Total Part # Description Page Weight (kg) # Required Material (inches) Weight (kg) G5 Storey 5 Gusset Plate PT10 0.5 13 1 13 300W GE8 Storey 8 End Plate PT10 0.5 2 1 2 300W G7BR Storey 7 Gusset Plate with Braces PT10 0.5 11 1 11 300W Storey 7 Gusset Plate without G7NO PT10 0.5 11 1 11 300W Braces P1 PT Anchorage Plate PT12 0.5 4 2 7 300W P2 Top Plate PT12 0.75 30 2 61 300W P3 Upper Joint Vertical Stiffener PT12 0.5 1 12 17 300W P4 Upper Joint Horizontal Stiffener PT12 0.5 2 4 8 300W P5 Small Stiffener PT12 0.5 1 12 7 300W P7 Base Plate PT13 0.75 6 2 11 300W Base Plate for Upper Rocking P8 PT13 0.75 6 2 11 300W Section A P9 Cap Plate PT13 1.5 18 2 36 300W SUBTOTAL 195 REVISIONS REV. DESCRIPTION DATE A P9 redesigned using PL 1.5" 2010-08-30 UNIVERSITY of TORONTO Project Title REV Date Rocking Steel Frame 4 2010/08/30 Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Drawing Title Designer Drawing No. Départment des génies civil, géologique et des mines Bill of Materials 3/5 LDW LW05-BM3 Rocking Steel Frame UNIVERSITY of TORONTO Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Départment des génies civil, géologique et des mines Bill of Materials: Plates (3/3) Plate Thickness Total Part # Description Page Weight (kg) # Required Material (inches) Weight (kg) FP1 Foundation Plate PT16 2.0 317 2 634 300W Foundation Plate for Post- FPT PT16 2.0 143 - - 300W B Tensioning B FP2 Lateral Stop PT16 0.5 1 - - 300W B FP3 Connection Plate for PT Anchorage PT17 0.5 4 - - 300W FR3 Lower Distribution Plate PT18 0.5 2.5 12 30 300W FR4 Upper Distribution Plate PT18 0.5 1.3 A 12 16 300W C PTP1 Threaded Rod Plate PT19 1.0 5 4 20 300W C PTP2 PT Bottom Plate PT19 1.0 8 1 8 300W SUBTOTAL 708 TOTAL 2108 REVISIONS REV. DESCRIPTION DATE A Corrected required number of FR4, weights 2010-07-01 B FPT, FP2, and FP3 are no longer required 2010-07-05 C PTP1 and PTP2 added 2010-07-05 UNIVERSITY of TORONTO Project Title REV Date Rocking Steel Frame 4 2010/07/01 Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Drawing Title Designer Drawing No. Départment des génies civil, géologique et des mines Bill of Materials 4/5 LDW LW05-BM4 Rocking Steel Frame UNIVERSITY of TORONTO Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Départment des génies civil, géologique et des mines Bill of Materials: For Machine Shop Plate Thickness Total Part # Description Page Weight (kg) # Required Material (inches) Weight (kg) SP1 Shear Bearing Plate without Braces PT11 1.5 43 1 43 350W SP2 Shear Bearing Plate with Braces PT11 1.5 67 1 67 350W Upper Shear Bearing Plate without SP3 PT11 1.0 25 1 25 350W Braces Upper Shear Bearing Plate with SP4 PT11 1.0 30 1 30 350W Braces A P6 Mass Connection Plate PT13 1.5 3 8 24 350W P10 Mass Strut Bolt Holder PT13 0.625 0.5 16 8 350W BP1 Horizontal Plate for Lower Bumper PT14 0.75 20 2 40 350W BP2 Vertical Plate for Lower Bumper PT14 1.5 12 2 24 350W BP3 Stiffener for Lower Bumper PT14 1.75 4 2 8 350W BP4 Horizontal Plate for Upper Bumper PT15 0.75 12 2 24 350W BP5 Vertical Plate for Upper Bumper PT15 0.75 4 2 8 350W BP6 Stiffener for Upper Bumper PT15 1.25 4 2 8 350W FR1 Lower Friction Plate PT18 0.5 6 4 22 350W FR2 Upper Friction Plate PT18 0.5 4 4 16 350W TOTAL FOR MACHINE SHOP 347 REVISIONS REV. DESCRIPTION DATE A P6 is made from 1.5" plate 2010-07-08 UNIVERSITY of TORONTO Project Title REV Date Rocking Steel Frame 4 2010/07/08 Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Drawing Title Designer Drawing No. Départment des génies civil, géologique et des mines Bill of Materials 5/5 LDW LW05-BM5 Rocking Steel Frame UNIVERSITY of TORONTO Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Départment des génies civil, géologique et des mines Bill of Materials: Bolt Assemblies Connection Bolt Type Bolt Length # Required Note Foundation Plate to Table 1" threaded rod 17 at EPM Mass Connection Pins 1" A325 4" 8 at EPM Lower Bumper to Foundation Plate (tapped holes) 3/4" A325 2" 24 Lower Friction Assembly - Pin through Stiffener 3/4" A325 4" 2 at EPM A Lower Friction Assembly - Normal Force on Friction Interface 3/4" A325 6 3/4" 4 possible? Lower PT Anchorage 3/4" A325 2" - B SCED Brace - Lower Connection 3/4" A325 3" 4 SCED Brace - Upper Connection 3/4" A325 2 1/2" 4 SCED Lock-Off (to plate on SCED) 3/4" A325 2 1/2" 8 SCED Lock-Off (to gusset plate) 3/4" A325 5" 2 Upper Section Lock-Off (in P8) 3/4" A325 2 1/2" 8 Upper Bumper to Top Plate 3/4" A325 2 1/2" 12 Upper Friction Assembly - Pin through Stiffener 3/4" A325 3 1/2" 2 at EPM A Upper Friction Assembly - Normal Force on Friction Interface 3/4" A325 6 1/4" 2 REVISIONS REV. DESCRIPTION DATE A Pins to be machined. 2010-07-05 B Bolts not needed for lower anchorage 2010-07-22 UNIVERSITY of TORONTO Project Title REV Date Rocking Steel Frame 2 2010/07/05 Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Drawing Title Designer Drawing No. Départment des génies civil, géologique et des mines Bill of Material: Bolts LDW LW05-BM6 Rocking Steel Frame UNIVERSITY of TORONTO Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Départment des génies civil, géologique et des mines Bill of Materials: Stainless Steel Part # Description Page Plate Thickness # Required Material SS1 Long Stainless Steel Sheet PT20 14 ga 4 Stainless Steel Grade 304-2B SS2 Short Stainless Steel Sheet PT20 14 ga 4 Stainless Steel Grade 304-2B UNIVERSITY of TORONTO Project Title REV Date Rocking Steel Frame 1 2010/07/15 Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Drawing Title Designer Drawing No. Départment des génies civil, géologique et des mines Bill of Materials: Stainless Steel LDW LW05-BM7 DSI 0.5" Monostrand Post-Tensioning Upper Segment Assembly A-US (dwg. A2) Upper Bumper Assembly A-B2 (dwg. A15) and Upper Friction Assembly A-F2 (dwg. A17) Side Bumper (both sides: 4 total) SB (dwg. PT19) B Lower Segment Assembly A-LS (dwg. A1) SCED Brace at EPM Lower Bumper Assembly A-B1 (dwg. A14) Side Bumper (both sides: 4 total) and Lower Friction Assembly SB (dwg. PT19) B A-F1 (dwg. A17) A REVISIONS REV. DESCRIPTION DATE Lower PT Anchorage Assembly Foundation plate assembly replaced with A-PTA (dwg. A16) A foundation plate FP1 2010-07-05 C with load cells and 2x Threaded Rod Plate PTP1 (dwg. PT19) B Side bumpers added (8 total) 2010-07-05 Shake Table Surface Foundation Plate C Post-Tensioning Assembly removed 2010-07-05 FP1 (dwg. PT16) UNIVERSITY of TORONTO Project Title REV Date Rocking Steel Frame 7 2010/07/05 Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Drawing Title Designer Drawing No. Départment des génies civil, géologique et des mines Test Setup Summary LDW LW05-TS1 2700 Beam 4 Assembly A-BM4 (dwg. A8) (long end at gusset with brace) A 8 325 A 9 6 8 8 Typical Brace Section 5 2 8 BRT (dwg. PT4) 11 3D VIEW Typical Beam Assembly 8 A-BMT (dwg. A7) 8 (long end at gusset with braces) 25 1 1 8 8 8 Brace 2 Section 5 2 BR2 (dwg. PT4) 11 Beam 1 Assembly A-BM1 (dwg. A8) Bottom Right (long end at gusset with brace) 8 Column Assembly 80 A-C2 (dwg. A4) 13 Bottom Left 8 Column Assembly A-C1 (dwg. A3) 4 7 LOWER SEGMENT ASSEMBLY Beam 0 Assembly A-LS - SCALE 1:50 A-BM0 (dwg. A7) REVISIONS REV. DESCRIPTION DATE Moved top plate assembly to dwgs. A3 & A 2010-07-05 All dimensions in mm [inches] unless otherwise noted A4. UNIVERSITY of TORONTO Project Title REV Date Rocking Steel Frame 7 2010/07/05 Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Drawing Title Designer Drawing No. Départment des génies civil, géologique et des mines Lower Segment Assembly LDW LW05-A1

Description:
A-M2 - SCALE 1:5. Grind weld surface flush with GMNO so that plate fits through slot in column C2. ALTERNATIVELY: Weld with 12mm fillet on both sides and.
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Appendix A Test frame fabrication drawings - TSpace - University of PDF

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Preview Appendix A Test frame fabrication drawings - TSpace - University of

Appendix A Test frame fabrication drawings This appendix provides the drawings that were provided to the fabricators to fabricate the test frame. The drawings for the first-storey brace are included after the drawings for the rest of the frame because the original intent was to lock the SCED brace closed for tests in the 0V configurations. A conventional brace was used instead after calibration of the SCED brace showed that the planned lock-off device was not effective. A-1 Rocking Steel Frame UNIVERSITY of TORONTO Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Départment des génies civil, géologique et des mines Bill of Materials: Tube and Angle Sections Total Part # Description Page Section Weight (kg) # Required Material Weight (kg) C1 Bottom Left Column PT1 HSS127x76x4.8 67 1 67 ASTM A500-C C2 Bottom Right Column PT1 HSS127x76x4.8 67 1 67 ASTM A500-C C3 Top Left Column PT2 HSS127x76x4.8 61 1 61 ASTM A500-C C4 Top Right Column PT2 HSS127x76x4.8 61 1 61 ASTM A500-C BMT Typical Beam Section PT3 HSS76x76x8.0 31 7 217 ASTM A500-C BM0 Beam 0 Section PT3 HSS76x76x8.0 30 1 30 ASTM A500-C BM1 Beam 1 Section PT3 HSS76x76x8.0 30 1 30 ASTM A500-C BM8 Beam 8 Section PT3 HSS76x76x8.0 40 1 40 ASTM A500-C BRT Typical Brace Section PT4 HSS76x76x8.0 39 4 156 ASTM A500-C BR2 Brace 2 Section PT4 HSS76x76x8.0 39 1 39 ASTM A500-C BR5 Brace 5 Section PT4 HSS76x76x8.0 39 1 39 ASTM A500-C BR8 Brace 8 Section PT4 HSS76x76x8.0 23 2 46 ASTM A500-C B TU1 Stiffening Tube for PT Anchorage PT17 HSS203x152x13 62 1 62 ASTM A500-C A SB Side Bumper PT19 L102x76x6.4 1 8 10 300W SUBTOTAL 925 REVISIONS REV. DESCRIPTION DATE A Side bumpers added 2010-07-05 B TU1 changed to HSS203x152x13 2010-07-05 UNIVERSITY of TORONTO Project Title REV Date Rocking Steel Frame 4 2010/07/08 Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Drawing Title Designer Drawing No. Départment des génies civil, géologique et des mines Bill of Materials 1/5 LDW LW05-BM1 Rocking Steel Frame UNIVERSITY of TORONTO Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Départment des génies civil, géologique et des mines Bill of Materials: Plates (1/3) Plate Thickness Total Part # Description Page Weight (kg) # Required Material (inches) Weight (kg) CPTS Typical Short Connection Plate PT5 0.5 7 6 43 300W CPTL Typical Long Connection Plate PT5 0.5 8.5 5 43 300W CP0 Connection Plate for Beam 0 PT6 0.75 12 2 24 300W CP1L Long Connection Plate for Beam 1 PT6 0.5 9 1 9 300W CP4L Long Connection Plate for Beam 4 PT7 0.5 8 1 8 300W CP4S Short Connection Plate for Beam 4 PT7 0.5 7 1 7 300W CP4U Connection Plate for Beam 4U PT7 0.5 7 2 14 300W GBR Typical Gusset Plate with Braces PT8 0.5 13 1 13 300W Typical Gusset Plate without GNO PT8 0.5 6 2 13 300W Braces Typical Mass-Connecting Gusset GMBR PT8 0.5 13 2 26 300W Plate with Braces Typical Mass-Connecting Gusset GMNO PT8 0.5 6 3 18 300W Plate without Braces G8 Storey 8 Gusset Plate PT9 0.5 14 1 14 300W Storey 4 Gusset Plate without G4NO PT9 0.5 13 1 13 300W Braces G1 Storey 1 Gusset Plate PT9 0.5 21 1 21 300W G4BR Storey 4 Gusset Plate with Braces PT9 0.5 14 1 14 300W SUBTOTAL 280 UNIVERSITY of TORONTO Project Title REV Date Rocking Steel Frame 3 2010/06/26 Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Drawing Title Designer Drawing No. Départment des génies civil, géologique et des mines Bill of Materials 2/5 LDW LW05-BM2 Rocking Steel Frame UNIVERSITY of TORONTO Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Départment des génies civil, géologique et des mines Bill of Materials: Plates (2/3) Plate Thickness Total Part # Description Page Weight (kg) # Required Material (inches) Weight (kg) G5 Storey 5 Gusset Plate PT10 0.5 13 1 13 300W GE8 Storey 8 End Plate PT10 0.5 2 1 2 300W G7BR Storey 7 Gusset Plate with Braces PT10 0.5 11 1 11 300W Storey 7 Gusset Plate without G7NO PT10 0.5 11 1 11 300W Braces P1 PT Anchorage Plate PT12 0.5 4 2 7 300W P2 Top Plate PT12 0.75 30 2 61 300W P3 Upper Joint Vertical Stiffener PT12 0.5 1 12 17 300W P4 Upper Joint Horizontal Stiffener PT12 0.5 2 4 8 300W P5 Small Stiffener PT12 0.5 1 12 7 300W P7 Base Plate PT13 0.75 6 2 11 300W Base Plate for Upper Rocking P8 PT13 0.75 6 2 11 300W Section A P9 Cap Plate PT13 1.5 18 2 36 300W SUBTOTAL 195 REVISIONS REV. DESCRIPTION DATE A P9 redesigned using PL 1.5" 2010-08-30 UNIVERSITY of TORONTO Project Title REV Date Rocking Steel Frame 4 2010/08/30 Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Drawing Title Designer Drawing No. Départment des génies civil, géologique et des mines Bill of Materials 3/5 LDW LW05-BM3 Rocking Steel Frame UNIVERSITY of TORONTO Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Départment des génies civil, géologique et des mines Bill of Materials: Plates (3/3) Plate Thickness Total Part # Description Page Weight (kg) # Required Material (inches) Weight (kg) FP1 Foundation Plate PT16 2.0 317 2 634 300W Foundation Plate for Post- FPT PT16 2.0 143 - - 300W B Tensioning B FP2 Lateral Stop PT16 0.5 1 - - 300W B FP3 Connection Plate for PT Anchorage PT17 0.5 4 - - 300W FR3 Lower Distribution Plate PT18 0.5 2.5 12 30 300W FR4 Upper Distribution Plate PT18 0.5 1.3 A 12 16 300W C PTP1 Threaded Rod Plate PT19 1.0 5 4 20 300W C PTP2 PT Bottom Plate PT19 1.0 8 1 8 300W SUBTOTAL 708 TOTAL 2108 REVISIONS REV. DESCRIPTION DATE A Corrected required number of FR4, weights 2010-07-01 B FPT, FP2, and FP3 are no longer required 2010-07-05 C PTP1 and PTP2 added 2010-07-05 UNIVERSITY of TORONTO Project Title REV Date Rocking Steel Frame 4 2010/07/01 Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Drawing Title Designer Drawing No. Départment des génies civil, géologique et des mines Bill of Materials 4/5 LDW LW05-BM4 Rocking Steel Frame UNIVERSITY of TORONTO Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Départment des génies civil, géologique et des mines Bill of Materials: For Machine Shop Plate Thickness Total Part # Description Page Weight (kg) # Required Material (inches) Weight (kg) SP1 Shear Bearing Plate without Braces PT11 1.5 43 1 43 350W SP2 Shear Bearing Plate with Braces PT11 1.5 67 1 67 350W Upper Shear Bearing Plate without SP3 PT11 1.0 25 1 25 350W Braces Upper Shear Bearing Plate with SP4 PT11 1.0 30 1 30 350W Braces A P6 Mass Connection Plate PT13 1.5 3 8 24 350W P10 Mass Strut Bolt Holder PT13 0.625 0.5 16 8 350W BP1 Horizontal Plate for Lower Bumper PT14 0.75 20 2 40 350W BP2 Vertical Plate for Lower Bumper PT14 1.5 12 2 24 350W BP3 Stiffener for Lower Bumper PT14 1.75 4 2 8 350W BP4 Horizontal Plate for Upper Bumper PT15 0.75 12 2 24 350W BP5 Vertical Plate for Upper Bumper PT15 0.75 4 2 8 350W BP6 Stiffener for Upper Bumper PT15 1.25 4 2 8 350W FR1 Lower Friction Plate PT18 0.5 6 4 22 350W FR2 Upper Friction Plate PT18 0.5 4 4 16 350W TOTAL FOR MACHINE SHOP 347 REVISIONS REV. DESCRIPTION DATE A P6 is made from 1.5" plate 2010-07-08 UNIVERSITY of TORONTO Project Title REV Date Rocking Steel Frame 4 2010/07/08 Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Drawing Title Designer Drawing No. Départment des génies civil, géologique et des mines Bill of Materials 5/5 LDW LW05-BM5 Rocking Steel Frame UNIVERSITY of TORONTO Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Départment des génies civil, géologique et des mines Bill of Materials: Bolt Assemblies Connection Bolt Type Bolt Length # Required Note Foundation Plate to Table 1" threaded rod 17 at EPM Mass Connection Pins 1" A325 4" 8 at EPM Lower Bumper to Foundation Plate (tapped holes) 3/4" A325 2" 24 Lower Friction Assembly - Pin through Stiffener 3/4" A325 4" 2 at EPM A Lower Friction Assembly - Normal Force on Friction Interface 3/4" A325 6 3/4" 4 possible? Lower PT Anchorage 3/4" A325 2" - B SCED Brace - Lower Connection 3/4" A325 3" 4 SCED Brace - Upper Connection 3/4" A325 2 1/2" 4 SCED Lock-Off (to plate on SCED) 3/4" A325 2 1/2" 8 SCED Lock-Off (to gusset plate) 3/4" A325 5" 2 Upper Section Lock-Off (in P8) 3/4" A325 2 1/2" 8 Upper Bumper to Top Plate 3/4" A325 2 1/2" 12 Upper Friction Assembly - Pin through Stiffener 3/4" A325 3 1/2" 2 at EPM A Upper Friction Assembly - Normal Force on Friction Interface 3/4" A325 6 1/4" 2 REVISIONS REV. DESCRIPTION DATE A Pins to be machined. 2010-07-05 B Bolts not needed for lower anchorage 2010-07-22 UNIVERSITY of TORONTO Project Title REV Date Rocking Steel Frame 2 2010/07/05 Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Drawing Title Designer Drawing No. Départment des génies civil, géologique et des mines Bill of Material: Bolts LDW LW05-BM6 Rocking Steel Frame UNIVERSITY of TORONTO Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Départment des génies civil, géologique et des mines Bill of Materials: Stainless Steel Part # Description Page Plate Thickness # Required Material SS1 Long Stainless Steel Sheet PT20 14 ga 4 Stainless Steel Grade 304-2B SS2 Short Stainless Steel Sheet PT20 14 ga 4 Stainless Steel Grade 304-2B UNIVERSITY of TORONTO Project Title REV Date Rocking Steel Frame 1 2010/07/15 Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Drawing Title Designer Drawing No. Départment des génies civil, géologique et des mines Bill of Materials: Stainless Steel LDW LW05-BM7 DSI 0.5" Monostrand Post-Tensioning Upper Segment Assembly A-US (dwg. A2) Upper Bumper Assembly A-B2 (dwg. A15) and Upper Friction Assembly A-F2 (dwg. A17) Side Bumper (both sides: 4 total) SB (dwg. PT19) B Lower Segment Assembly A-LS (dwg. A1) SCED Brace at EPM Lower Bumper Assembly A-B1 (dwg. A14) Side Bumper (both sides: 4 total) and Lower Friction Assembly SB (dwg. PT19) B A-F1 (dwg. A17) A REVISIONS REV. DESCRIPTION DATE Lower PT Anchorage Assembly Foundation plate assembly replaced with A-PTA (dwg. A16) A foundation plate FP1 2010-07-05 C with load cells and 2x Threaded Rod Plate PTP1 (dwg. PT19) B Side bumpers added (8 total) 2010-07-05 Shake Table Surface Foundation Plate C Post-Tensioning Assembly removed 2010-07-05 FP1 (dwg. PT16) UNIVERSITY of TORONTO Project Title REV Date Rocking Steel Frame 7 2010/07/05 Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Drawing Title Designer Drawing No. Départment des génies civil, géologique et des mines Test Setup Summary LDW LW05-TS1 2700 Beam 4 Assembly A-BM4 (dwg. A8) (long end at gusset with brace) A 8 325 A 9 6 8 8 Typical Brace Section 5 2 8 BRT (dwg. PT4) 11 3D VIEW Typical Beam Assembly 8 A-BMT (dwg. A7) 8 (long end at gusset with braces) 25 1 1 8 8 8 Brace 2 Section 5 2 BR2 (dwg. PT4) 11 Beam 1 Assembly A-BM1 (dwg. A8) Bottom Right (long end at gusset with brace) 8 Column Assembly 80 A-C2 (dwg. A4) 13 Bottom Left 8 Column Assembly A-C1 (dwg. A3) 4 7 LOWER SEGMENT ASSEMBLY Beam 0 Assembly A-LS - SCALE 1:50 A-BM0 (dwg. A7) REVISIONS REV. DESCRIPTION DATE Moved top plate assembly to dwgs. A3 & A 2010-07-05 All dimensions in mm [inches] unless otherwise noted A4. UNIVERSITY of TORONTO Project Title REV Date Rocking Steel Frame 7 2010/07/05 Department of Civil Engineering ÉCOLE POLYTECHNIQUE MONTRÉAL Drawing Title Designer Drawing No. Départment des génies civil, géologique et des mines Lower Segment Assembly LDW LW05-A1

Description:
A-M2 - SCALE 1:5. Grind weld surface flush with GMNO so that plate fits through slot in column C2. ALTERNATIVELY: Weld with 12mm fillet on both sides and.
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