Determine the forces in members BC, CF, and FG of the truss in the figure 1000...
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 FG, CG, BC, and EF for the loaded crane truss. Determine the forces in members FG, CG, BC, and EF for the loaded crane truss.
Determine the forces in the following members of the truss: BC, FD, and BJ. Indicate tension or compression. Point F is at the middle of DG. ¥9—+ 4 ft 4 ft - 19—+ 3000 lb 1000 lb 19
Determine the forces in members BC, CF, and EF of the loaded truss.
3. Using Method of Sections determine the forces in members BC, CF, and GF. 200 TL 200 lb 200 lb Scale: 1 unit = 5 ft
Calculate the forces in members BC, BG, and FG for the cantilever truss shown.
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....
Question 2 Determine the forces in members FG, CG, BC, and EF for the loaded crane truss. The forces are positive if in tension, negative if in compression. 0.35 m E D 4 m 4 m с 4 m 95 KN 4 m 0.35 m B 4 m Н. 45° А Answers: FG = KN CG = KN BC = KN EF = KN
determine max and min axial forces in member FG of the truss given. uniform dead load of 1.5 klf, a moving uniform load of 1.5 klf a moving concentrted load of 10k and impact factor of 15% (ignore the written in BC, CF, FG only looking at force of FG. ans: NFG-min = 85.2k and NFG-max = 199,5k) 20 ft+20 ft+20 ft 20 ft Problems 16.46 BG, CF,FG 20 ft+20 ft+20 ft 20 ft Problems 16.46 BG, CF,FG
Find all forces in Members AB AH BH BC CD CF GF (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 2 KN 6 KN 8 KN - 12 m, 4 @ 3 m