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Determine the slope at the supports of the beam shown in Fig. I using the moment-area method. Also, determine the deflections at B. E = 29,000 ksi and I = 1,000 in.*. 40 k 60 k Fig. I 10 ft 10 ft 10 ft 21

Determine the slope at the supports of the beam shown in Fig. I using the moment-area method. Also, determine the deflections at B. E = 29,000 ksi and I = 1,000 in.*. 40 k 60 k Fig. I 10 ft 10 ft 10 ft 21

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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PROBLEMS: Q. I Determine the slope at the supports of the beam shown in Fig. I using the moment-area method. Also, determine the deflections at B. E = 29,000 ksi and I = 1,000 in.*. 40 k 60 k Fig. I D 10 ft 10 ft 10 ft 21 Q. 2 Determine the deflections at B and C for the beam shown in Fig. 2 using the moment- area method. Also, determine the slope at D. El is constant. E = 20,000 ksi and I = 31500 in.*. 1.5 k/ft 30 k Fig. 2 A B 6 ft 4 ft 5 ft Q. 3 Determine the slope at the A for the beam shown in Fig. 3 using the moment-area method. Also, determine the deflections at B and D. El is constant. E = 70 GPa and I = 2,340 (106)mm*. 180 kN 15 kN/m Fig. 3 B 5 m -5 m -4 m-
Transcribed Image Text:PROBLEMS: Q. I Determine the slope at the supports of the beam shown in Fig. I using the moment-area method. Also, determine the deflections at B. E = 29,000 ksi and I = 1,000 in.*. 40 k 60 k Fig. I D 10 ft 10 ft 10 ft 21 Q. 2 Determine the deflections at B and C for the beam shown in Fig. 2 using the moment- area method. Also, determine the slope at D. El is constant. E = 20,000 ksi and I = 31500 in.*. 1.5 k/ft 30 k Fig. 2 A B 6 ft 4 ft 5 ft Q. 3 Determine the slope at the A for the beam shown in Fig. 3 using the moment-area method. Also, determine the deflections at B and D. El is constant. E = 70 GPa and I = 2,340 (106)mm*. 180 kN 15 kN/m Fig. 3 B 5 m -5 m -4 m-
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