Figure Q2 shows a reinforced concrete platform with a cantilever slab and wall at the edge of slab. The brick wall is seated on the edge of cantilever slab is 3.2 m high. Given: All slab thickness = 150 mm All beams = 250 mm × 600 mm Concrete unit weight = 25 kN/m3 Weight of brickwall = 2.6 kN/m2 Finishes = 1.5 kN/m2 Variable action = 5 kN/m2 Determine the characteristic permanent action (gk in kN/m) and variable action (qk in kN/m) acting on Beam B/1-2.
Figure Q2 shows a reinforced concrete platform with a cantilever slab and wall at the edge of slab. The brick wall is seated on the edge of cantilever slab is 3.2 m high. Given: All slab thickness = 150 mm All beams = 250 mm × 600 mm Concrete unit weight = 25 kN/m3 Weight of brickwall = 2.6 kN/m2 Finishes = 1.5 kN/m2 Variable action = 5 kN/m2 Determine the characteristic permanent action (gk in kN/m) and variable action (qk in kN/m) acting on Beam B/1-2.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Figure Q2 shows a reinforced concrete platform with a cantilever slab and wall at the edge of
slab. The brick wall is seated on the edge of cantilever slab is 3.2 m high. Given:
All slab thickness = 150 mm
All beams = 250 mm × 600 mm
Concrete unit weight = 25 kN/m3
Weight of brickwall = 2.6 kN/m2
Finishes = 1.5 kN/m2
Variable action = 5 kN/m2
Determine the characteristic permanent action (gk in kN/m) and variable action (qk in kN/m) acting on Beam B/1-2.
Transcribed Image Text:6m
150 mm Thk
150
250x600
1.5 m
150 mm Thk.
AAAAAAAAAAAAA
Beam B/1-2
Section X-X
Figure Q2. Platform with cantilever slab
BI
X||
3.2 m height brickwall
− 3,2 m height brickwal
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