Carry out the design for the slab S2 and BEAM b2 (Fig 2).

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Carry out the design for the slab S2 and BEAM b2 (Fig 2).

written 5.3 years ago by

teamques10 ★ 65k

• modified 4.0 years ago

Take live load = $3kN/m^2$, floor finish=$1.5kN/m^2$. Grade of concrete is M20 and steel is Fe 415. Take all necessary checks.

Use LSM method. Draw neat reinforcement diagram.

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reinforced concrete structures design and drawing

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written 5.1 years ago by

teamques10 ★ 65k

• modified 5.1 years ago

Solution:

Slab $S_2$:

$l_y = 5m$

$l_x = 3m$

$\frac{l_y}{l_x} = \frac{5}{3} = 1.67 \lt 2$

$\therefore \text{Two way continuous slab}$

1] Depth Calculation

$\begin{aligned} dread &= \frac{l_x}{\big( \frac{l}{d} \big)_b \times MF} \\ &= \frac{3000}{26 \times 1.4} \\ & = 82.41 \\ dread &\sim 100 mm \\ \text{Overall depth } …

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