H.W 2 A steel tee shape is used to support the loads shown on the beam in Figure 2 a. dimensions of the shape are shown in Figure 2b. determine: The Consider the entire 24-ft length of the beam and (a) the maximum tension bending stress at any location along the beam, and (b) the maximum compression bending stress at any location along the beam. 16.00 in.

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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H.W 2 A steel tee shape is used to support the loads shown on the beam in Figure 2 a.
dimensions of the shape are shown in Figure 2b.
determine:
The
Consider the entire 24-ft length of the beam and
(a) the maximum tension bending stress at any location along the beam, and
(b) the maximum compression bending stress at any location along the beam.
16.00 in.
y
| 7 kips
| 16 kips
17 kips
1.50 in.
6 kips/ft
18.50 in.
B
|C
D
E
6 ft
4 ft
10 ft
4 ft
0.75 in.
FIGURE 2 a.
FIGURE 2 b.
Transcribed Image Text:H.W 2 A steel tee shape is used to support the loads shown on the beam in Figure 2 a. dimensions of the shape are shown in Figure 2b. determine: The Consider the entire 24-ft length of the beam and (a) the maximum tension bending stress at any location along the beam, and (b) the maximum compression bending stress at any location along the beam. 16.00 in. y | 7 kips | 16 kips 17 kips 1.50 in. 6 kips/ft 18.50 in. B |C D E 6 ft 4 ft 10 ft 4 ft 0.75 in. FIGURE 2 a. FIGURE 2 b.
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