COLUMN SCHEDULE С-1 С-2 FTB-1 .30 .25 MAIN BAR: MAIN BAR: .25 MAIN BAR: 3-016mm 3-012mm 3-Ø12mm 2-016mm 2-012mm 3-Ø16mm 3-012mm 3-012mm TIES : Ø10 mm 2@50,4@100,6@200 REST @ 250mm TO CENTER TIES : Ø10 mm 2@50,4@100,6@200 REST @ 250mm TO CENTER TIES : Ø10 mm 2@50,4@100,6@150 REST @ 200mm TO FOOTING SCHEDULE FOOTING MARK FOOTING DIMENSIONS (mm) REINFORCEMENT REMARKS LENGTH WIDTH (L) (W) DEPTH Thickness BAR X (D) BAR Y (t) F-1 1500 1500 1500 300 8-16Ø 8-16Ø SQUARE FOOTING F-2 1200 1200 1000 300 6-16Ø 6-16Ø SQUARE FOOTING F-3 1000 1000 1000 300 5-16Ø 5-16Ø SQUARE FOOTING FTB-1 250 300 3-12Ø 3-120 FTG. TIE BEAM - - WALL FOOTING WF-1 300 400 150 GROUND FLOOR LEVEL

COLUMN SCHEDULE С-1 С-2 FTB-1 .30 .25 MAIN BAR: MAIN BAR: .25 MAIN BAR: 3-016mm 3-012mm 3-Ø12mm 2-016mm 2-012mm 3-Ø16mm 3-012mm 3-012mm TIES : Ø10 mm 2@50,4@100,6@200 REST @ 250mm TO CENTER TIES : Ø10 mm 2@50,4@100,6@200 REST @ 250mm TO CENTER TIES : Ø10 mm 2@50,4@100,6@150 REST @ 200mm TO FOOTING SCHEDULE FOOTING MARK FOOTING DIMENSIONS (mm) REINFORCEMENT REMARKS LENGTH WIDTH (L) (W) DEPTH Thickness BAR X (D) BAR Y (t) F-1 1500 1500 1500 300 8-16Ø 8-16Ø SQUARE FOOTING F-2 1200 1200 1000 300 6-16Ø 6-16Ø SQUARE FOOTING F-3 1000 1000 1000 300 5-16Ø 5-16Ø SQUARE FOOTING FTB-1 250 300 3-12Ø 3-120 FTG. TIE BEAM - - WALL FOOTING WF-1 300 400 150 GROUND FLOOR LEVEL

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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