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Fig.1 shows a part plan of the building. Slab (S1) has thickness of 120 mm & slab (S2) has thickness of 140 mm.
written 5.3 years ago by gravatar for teamques10 teamques10 ★ 65k •   modified 4.0 years ago

For the building, live load=4kN/m2, floor finish=1kN/m2. Beam B1 is 8.2m long, 200mm wide & 450 mm deep. Also beam B1 carries a masonry wall 115mm thick & 3m high with masonry unit wt=18kn/m3/ Calculate Factored(design) UDL carried by the beam B1. Include the self-weight of the beam itself.

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reinforced concrete structures design and drawing
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written 5.1 years ago by gravatar for teamques10 teamques10 ★ 65k •   modified 5.1 years ago

Given:

$LL = 4 KN/m^2$

$FF = 1 KN/m^2$

$\begin{aligned} Bean \ B_1 &= 8.2 m \ long \\ &= 200 mm \ wide \\ &= 450 mm \ deep \end{aligned}$

load calculation for slab $CS_{2}$


1] Dead Load

$\begin{aligned} \text{s / w of slab} &=25 \times D \\ &=25 …

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