3. The roof truss shown has its upper chord symmetrically loaded, with a single load at its lower chord Find the end reactions R, and R2. 4.kN 4 kN 4 kN 4 kN 4 kN. 2 kN 2 kN 4.50 m 24 kN RA 6 kN - 6 panels @ 3 m = 18 m

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Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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Topic; EQUILIBRIUM OF PARALLEL FORCE SYSTEM

3. The roof truss shown has its upper chord symmetrically loaded, with a single load at its lower chord.
Find the end reactions R1 and R2.
4. kN
4 kN
4 kN
4 kN
4 kN
2 kN
2 kN
4.50 m
A
24 kN
RA
6 kN
Rc
– 6 panels @ 3 m = 18 m
4. The two beams ABC and DE are simply supported at A, B and E, with roller support at C. Three
concentrated load are shown. Find the reactions RA, RB. Rc and RE.
3 kN
10 kN
20,kN
3.50 m
1.50 m
DE
B.
1.30
1.50'm
1.50 m 2.00m
3.50 m
RE
RA
RB
Transcribed Image Text:3. The roof truss shown has its upper chord symmetrically loaded, with a single load at its lower chord. Find the end reactions R1 and R2. 4. kN 4 kN 4 kN 4 kN 4 kN 2 kN 2 kN 4.50 m A 24 kN RA 6 kN Rc – 6 panels @ 3 m = 18 m 4. The two beams ABC and DE are simply supported at A, B and E, with roller support at C. Three concentrated load are shown. Find the reactions RA, RB. Rc and RE. 3 kN 10 kN 20,kN 3.50 m 1.50 m DE B. 1.30 1.50'm 1.50 m 2.00m 3.50 m RE RA RB
1. The wheel loads on a jeep are given in the figure shown. Determine distance x so that the reaction of
the beam at A is twice as great as the reaction at B.
600
200
A
-4-
15-
2R
R
2. The 5 m long beam AB has two types of distributed loads, and one concentrated load as shown. Find
the reactions at each end.
WDR = 160 N
1.0 m
WDT = 200 N
커2/3 ㎡+
300 N
200 N/m
80 N/m
A
B
2.00 m
.00 m
RB
2.00 m
RA
Transcribed Image Text:1. The wheel loads on a jeep are given in the figure shown. Determine distance x so that the reaction of the beam at A is twice as great as the reaction at B. 600 200 A -4- 15- 2R R 2. The 5 m long beam AB has two types of distributed loads, and one concentrated load as shown. Find the reactions at each end. WDR = 160 N 1.0 m WDT = 200 N 커2/3 ㎡+ 300 N 200 N/m 80 N/m A B 2.00 m .00 m RB 2.00 m RA
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