How many kg of horizontal rebar are in the wall shown below? Assume • Rebar shown is accurate • Rebar is all 10M • Disregard Splices Length of the wall is 340 m Provide your answer in kg, with an accuracy of 2 digits after the decimal place.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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How many kg of horizontal rebar are in the wall shown below?
Assume
• Rebar shown is accurate
. Rebar is all 10M
Disregard Splices
Length of the wall is 340 m
Provide your answer in kg, with an accuracy of 2 digits after the decimal place.
●
●
10M1000@ 300, EMBED
150 mm W/ HILTI HIT
HY-200 ADHESIVE AT
ENTRY DOORS ONLY
SIDEWALK SLAB,
REFER TO ARCH.
HIGH DENSITY RIGID
INSULATION, REFER
TO ARCH. FOR EXTENT
250 C.I.P. FDTN-
WALL REFER TO GEN.
NOTES FOR REINF.
HOOKED BARS TO
MATCH WALL VERTS.
STRIP FTG, REFER TO
PLAN AND SCHEDULE
FOR REINF
-CONC. CURB, REFER
TO GEN. NOTES FOR REINF.
BREAK CURB AT DOOR
OPENINGS, REFER TO ARCH.
FOR LOCATIONS
-SLAB ON GRADE
REFER TO PLAN
MAIN FLOOR
GRAVEL SUB-GRADE
PER GEOTECH. REPORT
-100 FULL DEPTH KEY WAY
CONCRETE
STRENGTH
20 MPa
25 MPa
30 MPa &
GREATER
REBAR DESIGNATION (GRADE 400 LENGTHS)
FUNCTION
10M 15M 20M 25M 30M
EMBEDMENT 215 325 430 540 645
(SPLICE) (300) (440) (585) (730) (880)
EMBEDMENT 200 290
580
(SPLICE) (300) (440)
EMBEDMENT 200 265
(SPLICE) (300) (440)
35M
755
(1025)
480
675
(585) (730) (880) (1025)
355 440 530 620
(585) (730) (880) (1025)
385
Transcribed Image Text:How many kg of horizontal rebar are in the wall shown below? Assume • Rebar shown is accurate . Rebar is all 10M Disregard Splices Length of the wall is 340 m Provide your answer in kg, with an accuracy of 2 digits after the decimal place. ● ● 10M1000@ 300, EMBED 150 mm W/ HILTI HIT HY-200 ADHESIVE AT ENTRY DOORS ONLY SIDEWALK SLAB, REFER TO ARCH. HIGH DENSITY RIGID INSULATION, REFER TO ARCH. FOR EXTENT 250 C.I.P. FDTN- WALL REFER TO GEN. NOTES FOR REINF. HOOKED BARS TO MATCH WALL VERTS. STRIP FTG, REFER TO PLAN AND SCHEDULE FOR REINF -CONC. CURB, REFER TO GEN. NOTES FOR REINF. BREAK CURB AT DOOR OPENINGS, REFER TO ARCH. FOR LOCATIONS -SLAB ON GRADE REFER TO PLAN MAIN FLOOR GRAVEL SUB-GRADE PER GEOTECH. REPORT -100 FULL DEPTH KEY WAY CONCRETE STRENGTH 20 MPa 25 MPa 30 MPa & GREATER REBAR DESIGNATION (GRADE 400 LENGTHS) FUNCTION 10M 15M 20M 25M 30M EMBEDMENT 215 325 430 540 645 (SPLICE) (300) (440) (585) (730) (880) EMBEDMENT 200 290 580 (SPLICE) (300) (440) EMBEDMENT 200 265 (SPLICE) (300) (440) 35M 755 (1025) 480 675 (585) (730) (880) (1025) 355 440 530 620 (585) (730) (880) (1025) 385
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