The floor shown below with an overall depth of 125 mm is to be designed to carry an imposed load (LL) of 2.5 kN/m² plus floor finishes and ceiling loads (DL) of 1.5 kN/m². Calculate the factored loads acting on beams CD. Assume unit weight of concrete is 24 kN/m². E 2. F 3.0 m 5.0 m Depth 125mn 0.125m -hh=2.5 kN/m² - PL = 1.5 kNm² - u. W of compete 24 KN/m³ A 80m B
The floor shown below with an overall depth of 125 mm is to be designed to carry an imposed load (LL) of 2.5 kN/m² plus floor finishes and ceiling loads (DL) of 1.5 kN/m². Calculate the factored loads acting on beams CD. Assume unit weight of concrete is 24 kN/m². E 2. F 3.0 m 5.0 m Depth 125mn 0.125m -hh=2.5 kN/m² - PL = 1.5 kNm² - u. W of compete 24 KN/m³ A 80m B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:The floor shown below with an overall depth of 125 mm is to be designed to carry an imposed
load (LL) of 2.5 kN/m² plus floor finishes and ceiling loads (DL) of 1.5 kN/m². Calculate the
factored loads acting on beams CD. Assume unit weight of concrete is 24 kN/m².
E
2.
F
3.0 m
5.0 m
Depth 125mn
0.125m
-hh=2.5 kN/m²
- PL = 1.5 kNm²
- u. W of compete 24 KN/m³
A
80m
B
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