PRÓBLEM 1. Draw the shear and moment diagrams for the frame shown completely. Assume A and E are both hinge supports, C is pin, B and D are fixed joint. 18 kN 1.2 m 1.8 m 3.0 m D 4.50 m A E
1.In computing he deteminacy of the given structure , what is its classification?
2.What is the vertical reaction at E in KN?
3. What is the maximum shear in KN at the position of the 18 kn concentrated load?
A) 9 B) 11.25 C) 31.725 D) 35.725
4. What is the shear value at point A in KN?
A) 9 B) 11.25 C) 31.725 D) 35.725
5. What is the shear value at point B in KN?
A) 9 B) 11.25 C) 31.725 D) 35.725
6. What is the degree of the curve of shear at segment BC?
A) no degree B) 0 degree C) 1st degree D) 2nd degree
7. What is the moment reaction at joint B in kN m?
8.What is the degree of the curve of shear at AB?
A) no degree B) 0 degree C) 1st degree D) 2nd degree
9. What is the distance from the point of zero shear to point B in m.of member BD?
A) 1.50 B) 3.525 C) 3.975 D) 9
10.What is the maximum negative moment for the frame in KN-m?
A) 0 B) 15.19 C) 31.725 D) 55.92
11. What is the maximum positive moment for the frame in KN-m?
A) 0 B) 15.19 C) 31.725 D) 55.92
12. What is the value of moment reaction at fixed joint D in kN.m?
A) no degree B) 0 degree C) 1st degree D) 2nd degree
13. What is the vertical reaction at joint D in kN?
A) no degree B) 0 degree C) 1st degree D) 2nd degree
14. What is the vertical reaction at fixed joint Bin kN.m ?
A) 8 B) 800 C) 8 000 D) 80 000
15. What is the value of moment at pin C in kn.m?
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