Need ASAP. 4m B-10 B-2 B-3 Live load 2.4kPa = 4m B-10 B-6 B-9 B-4 2m B-11 B-5 The framing plan as shown above has the following data and specifications Size of all walls = 6"CHB Section of all beams = 250mm x 400mm Ceiling load = 0.34kPa B-9 B-4 kPa Weight of concrete = 23.54kN/m³ Pipings and others = 0.5kPa B-2 B-1 FRAMING PLAN / FIGURE 2 Floor Finish 1 Load of 6" CHB wall = 2.7kPa 4m B-10 Thickness of slab = 100mm B-6 B-2 B-3 B-8 4m B-10 B-6 18.16 B-2 19.74 23.10 24.68 B-7 B-3 5m 1.5m Thickness of slab= 100mm Height form floor finish to floor finish - 3m 4 Neglecting the factor load for dead load and live load, calculate the exact load carried by each beam in kN/m (round-off your answer to the nearest 2 decimal places). Example: 21.25 7) Calculate the load carried by B-7 in kN/m.
Need ASAP. 4m B-10 B-2 B-3 Live load 2.4kPa = 4m B-10 B-6 B-9 B-4 2m B-11 B-5 The framing plan as shown above has the following data and specifications Size of all walls = 6"CHB Section of all beams = 250mm x 400mm Ceiling load = 0.34kPa B-9 B-4 kPa Weight of concrete = 23.54kN/m³ Pipings and others = 0.5kPa B-2 B-1 FRAMING PLAN / FIGURE 2 Floor Finish 1 Load of 6" CHB wall = 2.7kPa 4m B-10 Thickness of slab = 100mm B-6 B-2 B-3 B-8 4m B-10 B-6 18.16 B-2 19.74 23.10 24.68 B-7 B-3 5m 1.5m Thickness of slab= 100mm Height form floor finish to floor finish - 3m 4 Neglecting the factor load for dead load and live load, calculate the exact load carried by each beam in kN/m (round-off your answer to the nearest 2 decimal places). Example: 21.25 7) Calculate the load carried by B-7 in kN/m.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
NEED REALLY FAST PLS
![Need ASAP.
B-7
B-3
4m
B-10
6-2
kPa
B-B
B-3
4m
B-10
B-6
B-2
B-9
B-4
Size of all walls = 6"CHB
2m
B-11
B-5
B-1
The framing plan as shown above has
the following data and specifications
Live load = 2.4kPa
Section of all beams = 250mm x
400mm Ceiling load = 0.34kPa
B-9
B-4
Weight of concrete = 23.54kN/m³
Pipings and others = 0.5kPa
Load of 6" CHB wall = 2.7kPa
Floor Finish = 1
FRAMING PLAN / FIGURE 2
4m
B-10
Thickness of slab 100mm
B-6
B-2
B-3
B-8
18.16
4m
B-10
19.74
B-6
23.10
B-2
24.68
B-7
Thickness of slab = 100mm
Height form floor finish to floor finish
= 3m
B-3
Neglecting the factor load for dead
load and live load, calculate the
exact load carried by each beam in
kN/m (round-off your answer to the
nearest 2 decimal places). Example:
21.25
5m
7) Calculate the load carried by B-7
in kN/m.
1.5m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4347a2b4-1828-4e4f-beb9-1ac7fdb65910%2F9d2fac12-d0e1-4f54-90c2-793901a3e03e%2F1183sh_processed.png&w=3840&q=75)
Transcribed Image Text:Need ASAP.
B-7
B-3
4m
B-10
6-2
kPa
B-B
B-3
4m
B-10
B-6
B-2
B-9
B-4
Size of all walls = 6"CHB
2m
B-11
B-5
B-1
The framing plan as shown above has
the following data and specifications
Live load = 2.4kPa
Section of all beams = 250mm x
400mm Ceiling load = 0.34kPa
B-9
B-4
Weight of concrete = 23.54kN/m³
Pipings and others = 0.5kPa
Load of 6" CHB wall = 2.7kPa
Floor Finish = 1
FRAMING PLAN / FIGURE 2
4m
B-10
Thickness of slab 100mm
B-6
B-2
B-3
B-8
18.16
4m
B-10
19.74
B-6
23.10
B-2
24.68
B-7
Thickness of slab = 100mm
Height form floor finish to floor finish
= 3m
B-3
Neglecting the factor load for dead
load and live load, calculate the
exact load carried by each beam in
kN/m (round-off your answer to the
nearest 2 decimal places). Example:
21.25
5m
7) Calculate the load carried by B-7
in kN/m.
1.5m
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