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Determine the lengths installed for continuous bars in FTB in meters.

Determine the lengths installed for continuous bars in FTB in meters.

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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Determine the lengths installed for continuous bars in FTB in meters.
B с D 400OR 4000 4000 ▬ FTR Su 4000 FTB 2 9000mm 5000 FTB FTB FTB HON FILL FTB FTB FOUNDATION PLAN SCALE FTB 54 FTB 3 FTB FTB 1:100 100 mm THK SLAB-ON-GRADE W/ 010 @ 500 REINF. DN 75 mm THK GRAVEL BEDDING RESTING ON WELL COMPACTED SUBGRADE (MIN. OF 95% OF DRY MAX DENSITY @ OPTIMUM MOISTURE CONTENT>
Transcribed Image Text:B с D 400OR 4000 4000 ▬ FTR Su 4000 FTB 2 9000mm 5000 FTB FTB FTB HON FILL FTB FTB FOUNDATION PLAN SCALE FTB 54 FTB 3 FTB FTB 1:100 100 mm THK SLAB-ON-GRADE W/ 010 @ 500 REINF. DN 75 mm THK GRAVEL BEDDING RESTING ON WELL COMPACTED SUBGRADE (MIN. OF 95% OF DRY MAX DENSITY @ OPTIMUM MOISTURE CONTENT>
C1 = 300mm x 300mm, 8-20mmØ, G-40 RSB main bars Column height = 4.5m F1 = 1.2m x 1.2m x 0.3m, 5-16mmØ, G-40 RSB main bars, both ways Use 75mm clear cover for footings and 40mm for beams and columns. Use standard beam detail. BEAM DIMENSIONS STEEL REINFORCEMENTS STIRRUPS 10 MM. Ø BEAM MARK (IN MM.) REBARS LEFT SUPPORT MIDSPAN RIGHT SUPPORT SIZE TOP BOTTOM TOP BOTTOM TOP BOTTOM (UNLESS NOTED OTHERWISE) b h (MM) FTB 200 300 160 3 2 3 3 2 1@50; 4@100; REST @ 250 O.C. BAR ARRANGEMENT LEFT SUPPORT MIDSPAN RIGHT SUPPORT
Transcribed Image Text:C1 = 300mm x 300mm, 8-20mmØ, G-40 RSB main bars Column height = 4.5m F1 = 1.2m x 1.2m x 0.3m, 5-16mmØ, G-40 RSB main bars, both ways Use 75mm clear cover for footings and 40mm for beams and columns. Use standard beam detail. BEAM DIMENSIONS STEEL REINFORCEMENTS STIRRUPS 10 MM. Ø BEAM MARK (IN MM.) REBARS LEFT SUPPORT MIDSPAN RIGHT SUPPORT SIZE TOP BOTTOM TOP BOTTOM TOP BOTTOM (UNLESS NOTED OTHERWISE) b h (MM) FTB 200 300 160 3 2 3 3 2 1@50; 4@100; REST @ 250 O.C. BAR ARRANGEMENT LEFT SUPPORT MIDSPAN RIGHT SUPPORT
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B с D 8000mm 5000 FTB FTB SON FILL: FTB FTB FOUNDATION PLAN Ө SCALE 1:100 C1 = 300mm x 300mm, 8-20mmØ, G-40 RSB main bars. Column height = 4.5m F1 = 1.2m x 1.2m x 0.3m, 5-16mmØ, G-40 RSB main bars, both ways Use 75mm clear cover for footings and 40mm for beams and columns. Use standard beam detail. STEEL REINFORCEMENTS BEAM DIMENSIONS (IN MM.) BEAM MARK STIRRUPS 10 MM. Ⓒ LEFT SUPPORT MIDSPAN RIGHT SUPPORT b h (MW) TOP BOTTOM TOP BOTTOM TOP BOTTOM (UNLESS NOTED OTHERWISE) FTB 200 300 160 3 2 2 3 3 2 1@50; 4@100; REST @ 250 0.C. Elevated Beams EXTRA BARS 2 3 L₁ L3 L3 U14 U2 L2 4000 Lx 4000 1 1 FTB FTB بنان 4000 FTB ELEVATION FTIB L/3 2 L/4 9000mm F1 FTB نان C1 FTB col col 1/3 L2 3 12.00 F1 FTB F1 FTB تان F1 100 mm THK SLAB-ON-GRADE W/ 010 @ 500 REINF. ON 75 mm THK GRAVEL BEDDING RESTING ON WELL COMPACTED SUBGRADE (MIN. OF 95% OF DRY MAX DENSITY @ OPTIMUM MOISTURE CONTENT> ARRANGEMENT LEFT SUPPORT MIDSPAN RIGHT SUPPORT 000 4 sp Lx
Transcribed Image Text:B с D 8000mm 5000 FTB FTB SON FILL: FTB FTB FOUNDATION PLAN Ө SCALE 1:100 C1 = 300mm x 300mm, 8-20mmØ, G-40 RSB main bars. Column height = 4.5m F1 = 1.2m x 1.2m x 0.3m, 5-16mmØ, G-40 RSB main bars, both ways Use 75mm clear cover for footings and 40mm for beams and columns. Use standard beam detail. STEEL REINFORCEMENTS BEAM DIMENSIONS (IN MM.) BEAM MARK STIRRUPS 10 MM. Ⓒ LEFT SUPPORT MIDSPAN RIGHT SUPPORT b h (MW) TOP BOTTOM TOP BOTTOM TOP BOTTOM (UNLESS NOTED OTHERWISE) FTB 200 300 160 3 2 2 3 3 2 1@50; 4@100; REST @ 250 0.C. Elevated Beams EXTRA BARS 2 3 L₁ L3 L3 U14 U2 L2 4000 Lx 4000 1 1 FTB FTB بنان 4000 FTB ELEVATION FTIB L/3 2 L/4 9000mm F1 FTB نان C1 FTB col col 1/3 L2 3 12.00 F1 FTB F1 FTB تان F1 100 mm THK SLAB-ON-GRADE W/ 010 @ 500 REINF. ON 75 mm THK GRAVEL BEDDING RESTING ON WELL COMPACTED SUBGRADE (MIN. OF 95% OF DRY MAX DENSITY @ OPTIMUM MOISTURE CONTENT> ARRANGEMENT LEFT SUPPORT MIDSPAN RIGHT SUPPORT 000 4 sp Lx
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