Determine the required qty. rebar for this slab with a clear dimension of 5.6m x 7.8mSHORT SPAN (BAR SPACING IN MM.)LONG SPANBOTTOM BARS(88)BOTTOM BARSTOP BARS CONT.(TBC)(BB)300200#10 @250SLABMARK$17THICK- BAR ØNESS(7")2V6 400x700160UNLESSOTHERSSPECIFIED12TOP BARS DISCONT.(TBD)2H12 400x600$17(160)2H14 400x6002V11_400x65040C1TOP BARS DISCONT.(TBD)(BAR SPACING IN MM.)TOP BARS CONT.(TBC)#10 @175REMARKSTWO-WAY

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Determine the required qty. rebar for this slab with a clear dimension of 5.6m x 7.8m SHORT SPAN (BAR SPACING IN MM.) LONG SPAN BOTTOM BARS (88) BOTTOM BARS TOP BARS CONT. (TBC) (BB) 300 200 SLAB MARK $17 THICK- BAR 2 NESS (7) 2V6 400x700 160 UNLESS OTHERS SPECIFIED 12 TOP BARS DISCONT. (TBD) 2H12 400x600 $17 (160) 2H14 400x600 2V11_400x650 40 C1 TOP BARS DISCONT. (TBD) #10 @250 (BAR SPACING IN MM.) TOP BARS CONT. (TBC) #10 @175 REMARKS TWO-WAY

Determine the required qty. rebar for this slab with a clear dimension of 5.6m x 7.8m SHORT SPAN (BAR SPACING IN MM.) LONG SPAN BOTTOM BARS (88) BOTTOM BARS TOP BARS CONT. (TBC) (BB) 300 200 SLAB MARK $17 THICK- BAR 2 NESS (7) 2V6 400x700 160 UNLESS OTHERS SPECIFIED 12 TOP BARS DISCONT. (TBD) 2H12 400x600 $17 (160) 2H14 400x600 2V11_400x650 40 C1 TOP BARS DISCONT. (TBD) #10 @250 (BAR SPACING IN MM.) TOP BARS CONT. (TBC) #10 @175 REMARKS TWO-WAY

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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Question

Determine the required qty. rebar for this slab with a clear dimension of 5.6m x 7.8m
SHORT SPAN (BAR SPACING IN MM.)
LONG SPAN
BOTTOM BARS
(88)
BOTTOM BARS
TOP BARS CONT.
(TBC)
(BB)
300
200
#10 @250
SLAB
MARK
$17
THICK- BAR Ø
NESS
(7")
2V6 400x700
160
UNLESS
OTHERS
SPECIFIED
12
TOP BARS DISCONT.
(TBD)
2H12 400x600
$17
(160)
2H14 400x600
2V11_400x650
40
C1
TOP BARS DISCONT.
(TBD)
(BAR SPACING IN MM.)
TOP BARS CONT.
(TBC)
#10 @175
REMARKS
TWO-WAY

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Draw One-way slab- 12 mm diam. main bars spaced @ 300 mm o.c. b/w with 10 mm diam. extra top bars spaced at 300 mm o.c.b/w and 10 mm diam.temp. bars spaced @ 300 mm.
ONE WAY SLAB CONTINOUS USING TABLE COEFFICIENT OF BS8110
Please help me solve the following?!