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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. 7 kips 16 kips |17 kips 1.50 in. 6 kips/ft 18.50 in. A B |C D |E 6 ft 4 ft 10 ft 4 ft 0.75 in. FIGURE 2 a. FIGURE 2 b.

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. 7 kips 16 kips |17 kips 1.50 in. 6 kips/ft 18.50 in. A B |C D |E 6 ft 4 ft 10 ft 4 ft 0.75 in. FIGURE 2 a. FIGURE 2 b.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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 2 b. determine: (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. The Consider the entire 24-ft length of the beam and 16.00 in. y 7 kips 16 kips 17 kips 1.50 in. 6 kips/ft 18.50 in. В C 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 2 b. determine: (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. The Consider the entire 24-ft length of the beam and 16.00 in. y 7 kips 16 kips 17 kips 1.50 in. 6 kips/ft 18.50 in. В C E 6 ft 4 ft 10 ft 4 ft 0.75 in. FIGURE 2 a. FIGURE 2 b.
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