Problem definition Find the maximum tension load, P, that can be applied to a W8 x 24 element connected to usset plates within a truss with 3/4-in.-diameter bolts, as shown in Figure 6.9. Use A36 steel. Find the required thickness of the gusset plates so that their capacity is no smaller than hat of the W8 x 24 tension element. The bolt hole diameter = bolt diameter + ½ in. = gin. = 0.875 in.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem definition
Find the maximum tension load, P, that can be applied to a W8 x 24 element connected to
gusset plates within a truss with 3/4-in.-diameter bolts, as shown in Figure 6.9. Use A36 steel.
Find the required thickness of the gusset plates so that their capacity is no smaller than
that of the W8 x 24 tension element. The bolt hole diameter = bolt diameter + ½ in. =
% in. = 0.875 in.
1
I
Section at
gross area
*0.400"
A
W8x24
H
FIGURE 6.9
Truss elevation, connection detail at gusset plate, and sections through gross and net area for
Example 6.4
6.5"
FIGURE 6.11
Net area diagram for Example 6.4
y
W8x24
Section at
net area
FIGURE 6.10
Cross-sectional dimensions of W8 x 24 for Example 6.4
7.93"
0.400"
I
Hole diameter =
3/4+1/8= 7/8"
Transcribed Image Text:Problem definition Find the maximum tension load, P, that can be applied to a W8 x 24 element connected to gusset plates within a truss with 3/4-in.-diameter bolts, as shown in Figure 6.9. Use A36 steel. Find the required thickness of the gusset plates so that their capacity is no smaller than that of the W8 x 24 tension element. The bolt hole diameter = bolt diameter + ½ in. = % in. = 0.875 in. 1 I Section at gross area *0.400" A W8x24 H FIGURE 6.9 Truss elevation, connection detail at gusset plate, and sections through gross and net area for Example 6.4 6.5" FIGURE 6.11 Net area diagram for Example 6.4 y W8x24 Section at net area FIGURE 6.10 Cross-sectional dimensions of W8 x 24 for Example 6.4 7.93" 0.400" I Hole diameter = 3/4+1/8= 7/8"
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