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3. What is the maximum positive moment in the beam (in terms of P)? 4. What is the maximum negative moment in the beam (in terms of P)?

3. What is the maximum positive moment in the beam (in terms of P)? 4. What is the maximum negative moment in the beam (in terms of P)?

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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Find 3&4 in lb-ft
Situation 1: The inverted T-beam supports the concentrated loads shown in Figure 1. 1. What is the location of the neutral axis relative to the bottom of the beam? 2. What is the moment of inertia of the beam section with respect to the NA? 3. What is the maximum positive moment in the beam (in terms of P)? 4. What is the maximum negative moment in the beam (in terms of P)? s. What is the maximum allowable value of P in order not to exceed a flexural stress of 4ksi in compression? 6. What is the maximum allowable value of P in order not to exceed a flexural stress of 10ksi in tension? _7. What is the maximum allowable value of P for this beam such that it will not fail by bending? 1 in 3P, 8 in 菜 4 ft B 6ft 6ft D4ft A o Ck Tih 4 in FIGURE 1
Transcribed Image Text:Situation 1: The inverted T-beam supports the concentrated loads shown in Figure 1. 1. What is the location of the neutral axis relative to the bottom of the beam? 2. What is the moment of inertia of the beam section with respect to the NA? 3. What is the maximum positive moment in the beam (in terms of P)? 4. What is the maximum negative moment in the beam (in terms of P)? s. What is the maximum allowable value of P in order not to exceed a flexural stress of 4ksi in compression? 6. What is the maximum allowable value of P in order not to exceed a flexural stress of 10ksi in tension? _7. What is the maximum allowable value of P for this beam such that it will not fail by bending? 1 in 3P, 8 in 菜 4 ft B 6ft 6ft D4ft A o Ck Tih 4 in FIGURE 1
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