Answer:
14.4 kN
Step-by-step explanation:
cantilever balcony 2m wide 0.2m deep and 1.5m length.
= 2 x 0.2 x 1.5
= 0.6 m³
weight of the balcony
= 0.6 x 24
= 14.4 kN.
therefore the max shear 14.4 kN and is acting at support.
Well 16 divided by 3.30 is 4.85 and 64 divided 8.60 is 7.44 so the second one would be best
(2 3/8)/(1 1/2) = (19/8)/(3/2) = (19/8)*(2/3) = 19/12
(9 1/2)/6 = (17/2)/6 = 17/12
17/12 ≠ 19/12
The two pairs of numbers are NOT proportional.
