For the given framing plan. Assume all the column will act as pin/roller support to the beams and girders and all beams are simply supported beams. Use LL = 1.9kPa Specifications: Slab thickness: 120 mm; Beam Dimension: 200 mm by 250 mm; Girder Dimension: 250 mm by 300 mm; Material: Reinforced Stone Concrete; Floor Use: Basic Floor area of Residential House. a) Determine the total uniform load carried by Beam GH. (Answer should be in kN/m) b) Determine the concentrated load at point J due to transferred load from Beam IJ to Girder CF. (Answer should be in kN)

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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TABLE 1-2 Minimum Densities for Design Loads
from Materials*
Aluminum
Concrete, plain cinder
Concrete, plain stone
Concrete, reinforced cinder
Concrete, reinforced stone
Clay, dry
Clay, damp
Sand and gravel, dry, loose
Sand and gravel, wet
Masonry, lightweight solid concrete
Masonry, normal weight
Plywood
Steel, cold-drawn
Wood, Douglas Fir
Wood, Southern Pine
Wood, spruce
lb/ft³
170
108
144
111
150
63
110
100
120
105
135
36
492
34
37
29
kN/m³
26.7
17.0
22.6
17.4
23.6
9.9
17.3
15.7
18.9
16.5
21.2
5.7
77.3
5.3
5.8
4.5
*Reproduced with permission from American Society of Civil Engineers
Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-10.
Copies of this standard may be purchased from ASCE at www.pubs.asce.org.
Transcribed Image Text:TABLE 1-2 Minimum Densities for Design Loads from Materials* Aluminum Concrete, plain cinder Concrete, plain stone Concrete, reinforced cinder Concrete, reinforced stone Clay, dry Clay, damp Sand and gravel, dry, loose Sand and gravel, wet Masonry, lightweight solid concrete Masonry, normal weight Plywood Steel, cold-drawn Wood, Douglas Fir Wood, Southern Pine Wood, spruce lb/ft³ 170 108 144 111 150 63 110 100 120 105 135 36 492 34 37 29 kN/m³ 26.7 17.0 22.6 17.4 23.6 9.9 17.3 15.7 18.9 16.5 21.2 5.7 77.3 5.3 5.8 4.5 *Reproduced with permission from American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-10. Copies of this standard may be purchased from ASCE at www.pubs.asce.org.
For the given framing plan. Assume all the column will act as pin/roller support to the
beams and girders and all beams are simply supported beams. Use LL = 1.9kPa
Specifications:
Slab thickness: 120 mm; Beam Dimension: 200 mm by 250 mm; Girder Dimension:
250 mm by 300 mm; Material: Reinforced Stone Concrete; Floor Use: Basic Floor area
of Residential House.
a) Determine the total uniform load carried by Beam GH. (Answer should be in kN/m)
b) Determine the concentrated load at point J due to transferred load from Beam IJ to
Girder CF. (Answer should be in kN)
2m
2 m
2 m
A
G5
G
K
D
6 m-
G1
B1
B2
G3
B
H
G6
L
E
I
6 m-
G2
B3
G4
C
JG7
F
6
3 m
3 m
Transcribed Image Text:For the given framing plan. Assume all the column will act as pin/roller support to the beams and girders and all beams are simply supported beams. Use LL = 1.9kPa Specifications: Slab thickness: 120 mm; Beam Dimension: 200 mm by 250 mm; Girder Dimension: 250 mm by 300 mm; Material: Reinforced Stone Concrete; Floor Use: Basic Floor area of Residential House. a) Determine the total uniform load carried by Beam GH. (Answer should be in kN/m) b) Determine the concentrated load at point J due to transferred load from Beam IJ to Girder CF. (Answer should be in kN) 2m 2 m 2 m A G5 G K D 6 m- G1 B1 B2 G3 B H G6 L E I 6 m- G2 B3 G4 C JG7 F 6 3 m 3 m
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