PROBLEMS:Q. IDetermine the slope at the supports of the beam shown in Fig. I using the moment-areamethod. Also, determine the deflections at B. E = 29,000 ksi and I = 1,000 in.*.40 k60 kFig. ID10 ft10 ft10 ft21Q. 2Determine 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/ft30 kFig. 2AB6 ft4 ft5 ftQ. 3 Determine the slope at the A for the beam shown in Fig. 3 using the moment-areamethod. Also, determine the deflections at B and D. El is constant. E = 70 GPa and I =2,340 (106)mm*.180 kN15 kN/mFig. 3B5 m-5 m-4 m-

As per bartleby guidelines, only 1st question among multiple questions posted need to be solved.…

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

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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-

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