Lab # 9 - 3. The frame is un-braced to keep the frame from...

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CCEV-135-02-WED MATERIALS AND METHODS I PROFESSOR DUGGAN STEEL TAKE OFF AND QUESTIONS MIKE EDWARDS MARCH 25,2008
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STEEL TAKE OFF Type Quanity Length [FT/EA] Total Length [FT] Weight [LBS/FT] Total Weight [LBS] TOTAL WEIGHT [TONS] LOWER TIER W12X65 4 28' 8" 114' 8" 65 7453 3.72 W12X87 8 28' 8" 229' 4" 87 19952 9.97 W12X96 8 28' 8" 229' 4" 96 22016 11 W14X109 4 37' 148' 109 16132 8.06 W14X132 12 28' 8" 334' 132 44088 22 W14X145 10 28' 8" 286' 8" 145 41567 20.7 TOTAL UPPER TIER 151208 75.45 UPPER TIER W12X53 8 20' 8" 165' 4" 53 8763 4.3 W12X58 8 20' 8" 165' 4" 58 9589 4.7 W12X65 4 20' 8" 82' 8" 65 5373 2.68 W14X90 10 20' 8" 206' 8" 90 18601 9.3 W14X120 12 20' 8" 248' 120 29760 14.8 TOTAL LOWER TIER 72086 35.78 TOTAL STEEL 223,294 LBS 111.23 Tons 1. The total number of type A and B plates required for the columns is 20 Type A and 26 Type B base plates 2. The column splices are to be made 4’ above the finish floor
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Unformatted text preview: 3. The frame is un-braced to keep the frame from movement rigid connections are made to keep the rigid ability 4. The nominal depth of the open web floor joints that support the concrete slabs are W24 so the web is 24 5. The metal decking used for the concrete slabs is 3 20 GA Steel 6. The concrete slab is going to be 3 light weight concrete. 7. The total thickness of the slab is 6 it is light weight concrete 8. There are 44 (SJ30) Open web steel joist that support the 2 nd floor. 9. The shear studs required to attach the concrete slab to the floor are thick by long. 10. The shear studs are to be placed at 24 O.C 11. The type of weld that is used is the bevel....
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This note was uploaded on 04/07/2008 for the course CCEV 135 taught by Professor Duggan during the Spring '08 term at Wentworth Institute of Technology.

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Lab # 9 - 3. The frame is un-braced to keep the frame from...

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