Find the reactions at both supports A and E. Also determine the axial forces developed at member CF.
Find the reactions at both supports A and E. Also determine the axial forces developed at...
and determines the reactions at its supports. (b) Determine the axial forces in the members. Indicate are in t 3 m
4) Determine the axial forces in members AB and AJ and the reactions at I. Σ Fx should be equal to zero. 4) Determine the axial forces in members AB and AJ and the reactions at I. 35 kips 15' 55 kips 15' 35 kips-→ 15'
The truss supports a 100-kN load at J. The Horizontal members are each 1 m in length. a) Use the method of joints to determine the axial force in member DG b) Use the method of sections to determine the axial force in member DG (HINT: you can solve both a and b without solving for the reactions at A and E. PLEASE HELP!! The truss supports a 100-kN load at J. The horizontal members are each 1 m in...
1 4 m .Determine the reaction ine&E Determine the axial forces on Truss members, and stat they are compression or tension members Points) Determine the Reactions in D &B 60 1b M-75 lb.ft 12 ft 8 ft 15 ft RDY RDy
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
Determine the tension forces that developed in the cables AC,CD, and AB. If the hook supports a flowerpot that has a mass of 42 kg and the distance d=3.8m. Use 9.81m/S^2 as acceleration. z -2 m---2m- С D 3 m 6 m y B 6 m P. r
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
Question 1 Determine the force P and the axial forces in members FG and FH of the truss structure shown, when member AB is under 6000 lb compression. 3000lb
Determine the reactions at the supports, then draw the moment diagram for each member. EI is constant. A is roller. Choose Ay as redundant.
To solve for forces in statically indeterminate bars with axial loads.When the number of reaction forces is greater than the number of equilibrium equations, the system is statically indeterminate. Solving for the reactions requires some additional equations. These additional equations come from considering compatibility relationships (i.e.) continuity of displacements and relationships between displacements and loads).For an axially loaded member, the compatibility relationship for the deflections can be written by setting the total relative axial displacement between the ends of the...