The given frame is subjected to the applied loads P and Q.Note that members ABC and CDE are pin-connected at C.a) Draw the FBDs of all members.Ab) Determine the force in each link (AF, BG, DG, and EH).FNeglect the weight of the members.Parameters*2 0DA B C12 10 2 13P= 100+ (ECD) x 0.1Q = 100+ (BAC) x 0.1e = 30 x (P/Q)P = 100 + (534) x 0.1 = 153.4 kNQ=100+ (312) x 0.1 = 121.3 kNe = 30 x (153.4/121.3) = 37.94°14E5E2aB3OGHOHED8a2a

Given, Load P=153.4 kN Load Q=121..3 kN Angle θ=37.94°

The given frame is subjected to the applied loads P and Q. Note that members ABC and CDE are pin-connected at C. a) Draw the FBDs of all members. A b) Determine the force in each link (AF, BG, DG, and EH). Neglect the weight of the members. Parameters * * 2 0 A B C 2 3 P=100+ (ECD) x 0.1 Q = 100+ (BAC) x 0.1 e = 30 x (P/Q) 2 0 2 P=100+ (534) x 0.1 = 153.4 kN Q=100+ (312) x 0.1 = 121.3 kN e 30 x (153.4/121.3) = 37.94° = D4 E5 5 2a I B W 7 a I (0) I HE C D 8 a a 2a

The given frame is subjected to the applied loads P and Q. Note that members ABC and CDE are pin-connected at C. a) Draw the FBDs of all members. A b) Determine the force in each link (AF, BG, DG, and EH). Neglect the weight of the members. Parameters * * 2 0 A B C 2 3 P=100+ (ECD) x 0.1 Q = 100+ (BAC) x 0.1 e = 30 x (P/Q) 2 0 2 P=100+ (534) x 0.1 = 153.4 kN Q=100+ (312) x 0.1 = 121.3 kN e 30 x (153.4/121.3) = 37.94° = D4 E5 5 2a I B W 7 a I (0) I HE C D 8 a a 2a

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Determine the forces in members GF and GD of the truss shown. State wether the members are in tension or compression. The reactions at the supports have been calculated. H. 4.5m 3m Ax=0 3m 8kN 3m 3m 6kN 3m 2kN Ay=9kN Ey=7kN
From the given truss shown, FA = 150, FB = 200, and FC = 250 N. Compute the following. Specify whether the forces in each member are in tension or compression. a. find the reaction at C b. find the force in member AC c. find the force in member CD d. find the force in member AD
92: For the truss shown in the force Fr and the forces in members BF, BG and BA, when the force in CD is 3.75 KN Tension 2 Figure (2), determine Fi 5 KN loky /C 3M KN B 10 F 3n
a = 2 , P = 5kN Calculate Force applied in each truss member
1. Given: Truss shown below with P = 100 N Find: (1) Reactions at A and E and (2) forces in all the members 4 m- B. 60° Ap 60 D E 4 m 4 m
Solve for the force in the marked members in each truss. FN = 55 MN = 62 SN= 71
QUESTION 2 [20 MARKSĮ The truss carries the loads as shown in Figure 2. The truss is supported by pin at A and smooth roller support at G. (a) Determine the reactions at pin A and smooth roller support at G. [6 Marks] [C01, PO1, C3] (b) By using method of section, determine the force in members CD, CJ and KJ of the truss. State if the members are in tension or compression. [14 Marks] [CO1, PO1, C4] 80 kN 40 kN 50 kN F 4 m -3 m- -3 m 3 m -3. m- -3 m-3 m-
Determine the forces in all bars of the truss shown in the given figure. Indicate tension or compression. Given: X=30 kN. XAN 60 LN The force in member AB (FAB) is The force in member BC (FBC) is The force in member AC (FAC) Is[ 6m kN. (Click to select) kN. (Click to select) kN (Click to select)
The given figure is a truss. The cross sectional area of ach member is A = 0.5 in? and E = 29(10°) ksi F 10 ft B -10 ft 10 ft- 4k 10 ft- 4 k Determine the virtual force on member CD Determine the real force on member CD .Determine real force on member EB
Determining the forces in three members on the right-hand side of the truss members HD, CD, and GD. For the Howe bridge truss shown, d=11 ft,F1=2950 lb, F2=2150 lb, F3=2650 lb, and F4=4450 lb. FA F1 Fa GY H F, 3. F d El A В с Ed d -+d+d - D Then Determine the forces in three members on the left-hand side of the trus in members HI, BH, and BC.
D E a A C The forces in members a, b, c in the truss shown as P.
1. The truss shown supports loads at nodes N, P, and R. a. Determine the axial forces in the bars IL and KM (by the method of sections). Say if they are in tension or compression. b. Clearly explain why the elements DE, FG, and HI are considered zero-force elements. 2 m 2 m 2 m 2 m 2 m M 1 m R N P 2 m 1 kN 2 kN 1 kN 2 m F E 2 m 2 m 6 m