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In the following truss, if the forces in members AB, AL, FG & GH were to...
Part A - Determining the forces in three specified members of the truss Determine the forces...
Part A - Determining the forces in three
specified members of the truss
Determine the forces in members CD, DH, and
GH.
Express the magnitudes of the forces in pounds to three
significant figures. Separate your answers with commas.
Part B - The Sense of the Forces
State if the members considered in part A are in tension or
compression.
Complete each sentenc
e by dragging the appropriate word into the blank. The words can
be used more than once....
Determine the reactions at supports and the forces in members CD, DG, and GH of the...
Determine the reactions at supports and the forces in members CD, DG, and GH of the truss shown by method of sections. (20 pts) 30k 30k 30k 20 15 k 12 ft А. 4 at 16 ft=64f
5. Determine the forces in members FG, CF and CG of the truss. State if the...
5. Determine the forces in members FG, CF and CG of the truss. State if the members are in tension or compression. Assume all members are pin connected. g 10.5 ft 6 ſt A . 10 k 24 ft, 4 @ 6ft
Determine the forces in members BC, CF, and FG of the truss in the figure 1000...
Determine the forces in members BC, CF, and FG of the truss in the figure 1000 lb 500 lb 3 ft 3 ft ť 8t 4t / 44 / 44 / 4 t f 8tt
5-22. Determine the force in members El and JI of the truss which serves to support...
5-22. Determine the force in members El and JI of the truss which serves to support the deck of a bridge. State if these members are in tension or compression. GH or 5000 lb 8000 lb 4000 1b 12 ft Probs. 5-21/22
Problem 3. (65 points). For the truss shown, (a) Determine the forces in members: AB, AH,...
Problem 3. (65 points). For the truss shown, (a) Determine the forces in members: AB, AH, BH and BC using Method of Joints. (b) Determine the forces in members: CD, CF, and GF using Method of Sections. G H F 1 3 m 4.5 m E 168820 1993001 B D 6 KN 2 KN 8 KN -12 m, 4 @ 3 m
Problem 3. (65 points). For the truss shown, (a) Determine the forces in members: AB, AH,...
Problem 3. (65 points). For the truss shown, (a) Determine the forces in members: AB, AH, BH and BC using Method of Joints. (b) Determine the forces in members: CD, CF, and GF using Method of Sections. н. F 4.5 m 3 m E B DI 6 KN 2 KN 8 KN -12 m, 4 @ 3 m
Problem 3. (65 points). For the truss shown, (a) Determine the forces in members: AB, AH,...
Problem 3. (65 points). For the truss shown, (a) Determine the forces in members: AB, AH, BH and BC using Method of Joints. (b) Determine the forces in members: CD, CF, and GF using Method of Sections. H 4.5 m 3 m A E 5080 90000 D 2 KN 6 KN 8 KN 12 m, 4 @ 3 m
Fig. P2(a) shows a perspective view of a billboard supported by three equally-spaced trusses. Te truss...
Fig. P2(a) shows a perspective view of a billboard supported by three equally-spaced trusses. Te truss spacing is shown as d in the figure. The billboard is subjected to a uniform wind pressure of 100 lb/ft Each truss is made of hollow circular steel tubes with an inner radius of 2 inches and an outer radius of 4 inches. Use the tributary arca meth compute the (wind) loads acting on the center truss. The model of the center truss is...
3- Determine the forces in members CG, CD and GH of the following oaded truss using...
3- Determine the forces in members CG, CD and GH of the following oaded truss using section method and indicate whether the members are in compression. Assume L-50 KN tension or (20 points) 4 m 3 m 3 m I G 30° 2
Part A - Determining the forces in three
specified members of the truss
Determine the forces in members CD, DH, and
GH.
Express the magnitudes of the forces in pounds to three
significant figures. Separate your answers with commas.
Part B - The Sense of the Forces
State if the members considered in part A are in tension or
compression.
Complete each sentenc
e by dragging the appropriate word into the blank. The words can
be used more than once....
Determine the reactions at supports and the forces in members CD, DG, and GH of the truss shown by method of sections. (20 pts) 30k 30k 30k 20 15 k 12 ft А. 4 at 16 ft=64f
5. Determine the forces in members FG, CF and CG of the truss. State if the members are in tension or compression. Assume all members are pin connected. g 10.5 ft 6 ſt A . 10 k 24 ft, 4 @ 6ft
Determine the forces in members BC, CF, and FG of the truss in the figure 1000 lb 500 lb 3 ft 3 ft ť 8t 4t / 44 / 44 / 4 t f 8tt
5-22. Determine the force in members El and JI of the truss which serves to support the deck of a bridge. State if these members are in tension or compression. GH or 5000 lb 8000 lb 4000 1b 12 ft Probs. 5-21/22
Problem 3. (65 points). For the truss shown, (a) Determine the forces in members: AB, AH, BH and BC using Method of Joints. (b) Determine the forces in members: CD, CF, and GF using Method of Sections. G H F 1 3 m 4.5 m E 168820 1993001 B D 6 KN 2 KN 8 KN -12 m, 4 @ 3 m
Problem 3. (65 points). For the truss shown, (a) Determine the forces in members: AB, AH, BH and BC using Method of Joints. (b) Determine the forces in members: CD, CF, and GF using Method of Sections. н. F 4.5 m 3 m E B DI 6 KN 2 KN 8 KN -12 m, 4 @ 3 m
Problem 3. (65 points). For the truss shown, (a) Determine the forces in members: AB, AH, BH and BC using Method of Joints. (b) Determine the forces in members: CD, CF, and GF using Method of Sections. H 4.5 m 3 m A E 5080 90000 D 2 KN 6 KN 8 KN 12 m, 4 @ 3 m
Fig. P2(a) shows a perspective view of a billboard supported by three equally-spaced trusses. Te truss spacing is shown as d in the figure. The billboard is subjected to a uniform wind pressure of 100 lb/ft Each truss is made of hollow circular steel tubes with an inner radius of 2 inches and an outer radius of 4 inches. Use the tributary arca meth compute the (wind) loads acting on the center truss. The model of the center truss is...
3- Determine the forces in members CG, CD and GH of the following oaded truss using section method and indicate whether the members are in compression. Assume L-50 KN tension or (20 points) 4 m 3 m 3 m I G 30° 2
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