b)

04000CE409092001

stirrup holders 2nos 12mm ©

ಬ

2nos 16mm
۴ main bars ~

ar © 2nos
cranked

straight bars

12mm © 2nos 2.5
straight bars 25
SECTION A-A SECTION B-3
511111105
Smm © 30cm c/c at middle portion

@
8mm © @20cm c/c at shear spans

Prepare a bar bending schedule of the simply supported beam of size 25cm x 40cm
shown in the figure. (All dimensions are in Centimetres)

Calculate the quantity of main reinforcement bars of 16mm diameter © 15cm 0/0
spacing provided in the stem of a retaining wall of length 30m, height of stem 4.5m
(base slab of thickness 0.50m included). Main bar are extended to the base with a leg
length of 0.75m. Alternate bars are curtailed at height of 2.0m. End cover Scm.

©. |.Cowl 1
50mm Dia. 0.1. Ventilating pipe 2173 High
75൦൩൧. 0. ©. Slab Precast

womm [4 ~= = ‏کے-‎ | ६. = -്‌ 100 mmDia_
5. ५४. Pipe
300 cm Long

ഇറ Foot Steps
140 —

Slope 1 in 20

= a
‏نشی‎ पका

7

Prepare a detailed estimate of a Septic tank from the given drawings

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