Determine the excavation and backfill for footings and slab on ground

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.15.8P: Same as Problem 5.15-7, except that the sag rods are al the third points.
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 Determine the excavation and backfill for footings and slab on ground

6-16MM DIA. VERTICAL BARS W/
10MM DIA. TIES SP. @ 2-50MM,
4-100MM, 6-200MM, REST @ 25OMM O.C,
091
OCO ord
061
Transcribed Image Text:6-16MM DIA. VERTICAL BARS W/ 10MM DIA. TIES SP. @ 2-50MM, 4-100MM, 6-200MM, REST @ 25OMM O.C, 091 OCO ord 061
6-16MM DIA. VERTICAL BARS WI
8-16MM DIA. BEDBARS
BOTH WAYS
10MM DIA. TIES SP. @ 2-50MM,
4-100MM, 6-200MM, REST @ 250MM O.C,
PLAN
0.30
150
FI-C1 DETAIL
01
SCALE
1:20M
120
Transcribed Image Text:6-16MM DIA. VERTICAL BARS WI 8-16MM DIA. BEDBARS BOTH WAYS 10MM DIA. TIES SP. @ 2-50MM, 4-100MM, 6-200MM, REST @ 250MM O.C, PLAN 0.30 150 FI-C1 DETAIL 01 SCALE 1:20M 120
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