7. The channel to column D2 moment connection for the 250 x 90 PFC 35.5 D2...

 

Transcribed Image Text:

7. The channel to column D2 moment connection for the 250 x 90 PFC 35.5 D2 to D3 tie beam to a scale of 1:10. Ignore connection for channel C2 to D2 at column D2. Column 310 UC 96.8 Tie Beam 250 x 90 parallel flange channel, back of PFC on the centre line of the column, channel toes facing out Stiffeners ex 12mm plate Flange plate ex 12mm 2 M20 8.8/s bolts. (25 marks) A E. 250UB 37 Toc 25oUB 37 RAFTER 250UB 37 TOB 250 UB 37 250 UB 37 250U837 2 5OUR37 250x10 PEC Top block wall SECTION A -A 10.00 5.c00 SECTION C-C 25OUB37 250UB 37 25OUB 37 250UB37 250U3 37 250U837 250 UB37 250 UB 37 250K9OPFC 35 250 X90 PFC 35 Toc - Top of Column TOB - Top of Beam TOE - Top of Channel CAFE STRUCTURE SECTION B-B SECT IONS SHT 2 OF2 310 UC 96 310UC %6 310 Uc 96 5.000 O-- - 5:500 8 m -N The attached two drawings show the outlines of a separate cafe building in a suburban shopping centre mall in a rural Queensland town. The building consists of a single storey steel framed structure. The member sizes are governed in some respect to accommodate the architectural requirements as these will be exposed in the completed building. The structure has concrete pad and beam foundations and floor slab on ground. There is an internal 200 series block wall to separate a storage area. No architectural details are shown for clarity. There is enough detail on the drawings and with the information below to complete the assignment. You are part of the construction team on site. Your area of responsibility is the preparation / sketching of structural details as required by the site engineer for the contractor. Sketching Criteria: Before attempting this assignment re read the Introduction module on sketching in the study materials. All details required must: • be to seale as noted in the question. Use a scale and sharp dark pencil for sketching. be complete - that is, they should show all elements and relationship of construction in the detail, eg member sizes, spacing, cover, weld details, bolt sizes, dimensions, centre lines, section notes etc. Demonstrate buildability – this refers to ease of construction and construction sequence. Note: There are no structural detail drawings and the drawings supplied should be used as a guide only for the questions. There is no one correct answer to the sketching questions as students may produce a sketeh using different forms of connection, the sketch will dietate the detail required, eg bolted as against welded connections. As this is a detailing exercise you can ignore specific design requirements. B 8. 000 8.c00 8.o00 BI PAD SCHEDULE 125 mm Slab SL92 Mesh 1400 x 1400 x 725 200 series block wall Col DI to D2 4m high BEAM SCHEDULE BI BI 2) 1 BI 6O0X 250 600x 300 500x 300 500x 250 B2 B3 B4 B3 B3 200 thickening af slab edge FOUNDATION PLAN 250 UB 37 250UB37 250UB 37 2SOUB37 725 I- CAFE STRUCTURE PLANS 250 UB37 25OUB 37 250 UB37 250X1O PFC 250 UB37 250 X10 PFC (Lower) (Lower) 250 UB37 FRAMING PLAN 250 UB37 is SHT I OF 2 LE anosz LEgnost (Jomon) 250UB 37 20 U8 37 LE 8N OSZ LE anost 250UB 57 3) 7. The channel to column D2 moment connection for the 250 x 90 PFC 35.5 D2 to D3 tie beam to a scale of 1:10. Ignore connection for channel C2 to D2 at column D2. Column 310 UC 96.8 Tie Beam 250 x 90 parallel flange channel, back of PFC on the centre line of the column, channel toes facing out Stiffeners ex 12mm plate Flange plate ex 12mm 2 M20 8.8/s bolts. (25 marks) A E. 250UB 37 Toc 25oUB 37 RAFTER 250UB 37 TOB 250 UB 37 250 UB 37 250U837 2 5OUR37 250x10 PEC Top block wall SECTION A -A 10.00 5.c00 SECTION C-C 25OUB37 250UB 37 25OUB 37 250UB37 250U3 37 250U837 250 UB37 250 UB 37 250K9OPFC 35 250 X90 PFC 35 Toc - Top of Column TOB - Top of Beam TOE - Top of Channel CAFE STRUCTURE SECTION B-B SECT IONS SHT 2 OF2 310 UC 96 310UC %6 310 Uc 96 5.000 O-- - 5:500 8 m -N The attached two drawings show the outlines of a separate cafe building in a suburban shopping centre mall in a rural Queensland town. The building consists of a single storey steel framed structure. The member sizes are governed in some respect to accommodate the architectural requirements as these will be exposed in the completed building. The structure has concrete pad and beam foundations and floor slab on ground. There is an internal 200 series block wall to separate a storage area. No architectural details are shown for clarity. There is enough detail on the drawings and with the information below to complete the assignment. You are part of the construction team on site. Your area of responsibility is the preparation / sketching of structural details as required by the site engineer for the contractor. Sketching Criteria: Before attempting this assignment re read the Introduction module on sketching in the study materials. All details required must: • be to seale as noted in the question. Use a scale and sharp dark pencil for sketching. be complete - that is, they should show all elements and relationship of construction in the detail, eg member sizes, spacing, cover, weld details, bolt sizes, dimensions, centre lines, section notes etc. Demonstrate buildability – this refers to ease of construction and construction sequence. Note: There are no structural detail drawings and the drawings supplied should be used as a guide only for the questions. There is no one correct answer to the sketching questions as students may produce a sketeh using different forms of connection, the sketch will dietate the detail required, eg bolted as against welded connections. As this is a detailing exercise you can ignore specific design requirements. B 8. 000 8.c00 8.o00 BI PAD SCHEDULE 125 mm Slab SL92 Mesh 1400 x 1400 x 725 200 series block wall Col DI to D2 4m high BEAM SCHEDULE BI BI 2) 1 BI 6O0X 250 600x 300 500x 300 500x 250 B2 B3 B4 B3 B3 200 thickening af slab edge FOUNDATION PLAN 250 UB 37 250UB37 250UB 37 2SOUB37 725 I- CAFE STRUCTURE PLANS 250 UB37 25OUB 37 250 UB37 250X1O PFC 250 UB37 250 X10 PFC (Lower) (Lower) 250 UB37 FRAMING PLAN 250 UB37 is SHT I OF 2 LE anosz LEgnost (Jomon) 250UB 37 20 U8 37 LE 8N OSZ LE anost 250UB 57 3)

Answer rating: 100% (QA)

Given that beam to column moment Hand a typical Sketch Connection for a 250 UB beam S... View the full answer