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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fda56eb86-e94a-4ed4-87fe-c588c4002e64%2F18bef96c-aa7e-4579-aa80-bd893c9b5a28%2Fjgqfctl_processed.jpeg&w=3840&q=75)
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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