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The detail drawings of the concrete footings for a building are shown below. The bars to be ordered shall be Ø16mm x 6.00 meters. Estimate the number of bars required for 15 pieces of these footings. COLUMN (REINFORCING BARS NOT SHOWN) 1.00M ΝΟΣΟ G decccde 0.30M 1.00M AR ACCETT ««« Coccoccersco COLUMN (REINFORCING BARS NOT SHOWN). 5-16MM BARS EACH WAY 0.35M ដល់ការប

The detail drawings of the concrete footings for a building are shown below. The bars to be ordered shall be Ø16mm x 6.00 meters. Estimate the number of bars required for 15 pieces of these footings. COLUMN (REINFORCING BARS NOT SHOWN) 1.00M ΝΟΣΟ G decccde 0.30M 1.00M AR ACCETT ««« Coccoccersco COLUMN (REINFORCING BARS NOT SHOWN). 5-16MM BARS EACH WAY 0.35M ដល់ការប

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The detail drawings of the concrete footings for a building are shown below. The bars to be ordered shall be Ø16mm x 6.00 meters. Estimate the number of bars required for 15 pieces of these footings. COLUMN (REINFORCING BARS NOT SHOWN) 1.00M 0.30M COCCESO 0.30M 1.00M COLUMN (REINFORCING BARS NOT SHOWN) 5-16MM BARS EACH WAY 0.35M ကျောက်တူး
Transcribed Image Text:The detail drawings of the concrete footings for a building are shown below. The bars to be ordered shall be Ø16mm x 6.00 meters. Estimate the number of bars required for 15 pieces of these footings. COLUMN (REINFORCING BARS NOT SHOWN) 1.00M 0.30M COCCESO 0.30M 1.00M COLUMN (REINFORCING BARS NOT SHOWN) 5-16MM BARS EACH WAY 0.35M ကျောက်တူး
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