Figure 8.1 is an abridged QTO for the Dunn Lumber case study project utilized in the book.
Question:
Figure 8.1 is an abridged QTO for the Dunn Lumber case study project utilized in the book. The actual steel QTO would be several pages long. Compare this QTO to the drawings on the book’s eResource: What did we miss?
Figure 8.1
Transcribed Image Text:
Beams and Girders: Level 3: W16 x 31 W24 x 55 W33 x 118 Level 4: W16 x 31 W24 X 55 W36 x 135 W40 × 199 Roof: W12 x 19 W18 × 40 W30 × 90 W33 x 118 W36 x 135 ST Beams and Girders: ST Columns and Beams Nelson Studs: 62 26 137 30 3.5" d Metal Deck: Add waste @ 10% 18 30 48 26 106 30 22 30 17:30 48 26 108 30 18 30 Plus 15% add for gussets and plates and bolts: Total weight in pounds: Total weight in tons @ 2,000 #/Tons: 2.60 19 30 605 EA 500 EA 1,612 4,110 540 1,248 3,180 660 510 1,248 3,240 540 120 570 31 55 118 31 55 135 199 19 40 90 118 135 49,972 226,050 63,720 38,688 174,900 89,100 101,490 23,712 129,600 48,600 14,160 76.950 1,036,942 # 1,224,466 # 183,670 # 1,408,136 # 704 Tons Stud weight w/15% add for beams 147,000 SF 16,170 163,170 SF
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Related Book For
Construction Cost Estimating
ISBN: 9780367902681
1st Edition
Authors: John E. Schaufelberger, Len Holm
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