2. Determine the force in each member of the space truss shown in the figure. The truss is supported by a ball-and-socket joint at A, a slotted roller joint at B, and a cable at C. 6m @ E-8KN 3m B₁ 6m 6m ê 18k 3m
2. Determine the force in each member of the space truss shown in the figure. The truss is supported by a ball-and-socket joint at A, a slotted roller joint at B, and a cable at C. 6m @ E-8KN 3m B₁ 6m 6m ê 18k 3m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question

Transcribed Image Text:TABLE 1.2 Minimum Densities for Design
Loads from Materials
Aluminum
Concrete, cinder
Concrete, stone
Clay, dry
Clay, damp
Sand and gravel, dry loose
Sand and gravel, wet
Masonry, lightweight concrete
Masonry, normal weight units
Steel, cold-drawn
Wood, Douglas Fir
Wood, Southern Pine
Wood, spruce
AN/w
27
120
22.6
123
15.7
18.9
165
21.2
5.7
723
5.3
5.8
45
TABLE 1.3 Minimum Design Dead Loads
From Paris and Walls
Wood 1x plated
Woodplatered
Woodst 51x32mm, platered
Cindere per
Lightweight complaine
Ceilings
Aucuntic Shond
Spendedahand
Angle
5.54
9.57
2017
005
8:24
0.41
904
TABLE 1.4 Minimum Live Loade
Oorspany or Use
Amely
Fixed seats
and at
Garage (can only)
Officeday
Lebbin
Love Load
4.79
192
4.79
VEST
S
Occupancy or Use
Dwelings (one-and two-mily)
Hotels and many bo
Private and don
Campos
Fint Coor comidon
Comidon abfint floor
Live Lead
KN/²
190
4.39
3.33

Transcribed Image Text:2. Determine the force in each member of the space truss shown in
the figure. The truss is supported by a ball-and-socket joint at A, a
slotted roller joint at B, and a cable at C.
6m
6m,
@
E-8 KN
3m
3m
B₁
6m
A₂
6m
(b)
8 KM
3m
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