3 kN VB 16 KN C VD | 1 KN VF |E 1.26 m-1.26 m-1.26 m- 1.26m → 1.2 m G 2. Determine the force in each member of the half hip truss shown. State whether each member is in tension of compression. Reaction at G is a roller support. (Ans: FAB = 5.80 KN (C), FAC = 4.20 KN (T), FBC = 0 KN, FCE = 4.20 KN (T), FBE = 1.450 kN (T), FBD = 5.25 KN (C), FDE = 6 KN (C), FDF = 5.25 KN (C), FEF = 7.25 KN (T), FEG = 0 KN, FFG = 6 KN (C)) SHOW ALL THE FBD AND FORCES GIVEN. DONT FORGET THE SYMBOLS COMPLETE WORK FOR UPVOTE

3 kN VB 16 KN C VD | 1 KN VF |E 1.26 m-1.26 m-1.26 m- 1.26m → 1.2 m G 2. Determine the force in each member of the half hip truss shown. State whether each member is in tension of compression. Reaction at G is a roller support. (Ans: FAB = 5.80 KN (C), FAC = 4.20 KN (T), FBC = 0 KN, FCE = 4.20 KN (T), FBE = 1.450 kN (T), FBD = 5.25 KN (C), FDE = 6 KN (C), FDF = 5.25 KN (C), FEF = 7.25 KN (T), FEG = 0 KN, FFG = 6 KN (C)) SHOW ALL THE FBD AND FORCES GIVEN. DONT FORGET THE SYMBOLS COMPLETE WORK FOR UPVOTE

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

Situation 1. For truss shown, use method of section. Compute the reaction at B? (Bv and Bh) 10 N C E 2.40 m 2.00 m G 2.40 m 2.40 m 2.40 m Situation 1. What is the force in member CD? * Situation 1. What is the force in member FG?* D ETV B
3 The rigid bar EFG is supported by the truss system shown. Determine the cross- sectional area of member AE for which the normal stress in the member is 105 MPa. 0.90 SONRAWING D B R 15 kN -1.2 m 1.2 m-1.2 m-
B F RK E G F1 F2 AC, CE, EG, GI, IK, BD, DF, FH, HJ = 12.5 m, AZ=15 m, ZB=6.25 mF_1= 60 kN, F_2 = 60 kN For the truss as shown and the loading indicated. Show the free body diagram for the joint: Olncluded in manual solution ONot made 1.Find the reactions. pe here to search
Determine the force in members CDof the truss in kN and state if the members are in tension or compression. 1300 N 1.2 m 13/12 0.9 m 0.9 m alelea -1.2 m--1.2 m-1.2 m-1.2 m- Note: answer as negative value if the force is in compression and positive if it is in O 2.47 O 2.77 О 3.17 -2.87 O 2.87 O -2.47 O -3.17
- Determine the force in member GH and state if the member is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. FGH = Submit Part B. FBC= μA Value Part C Request Answer Determine the force in member BC and state if the member is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. HA Value Submit Request Answer 3 μA Units FBG = Value → Units ? Determine the force in member BG and state if the member is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. Units ? ?
Problem #1: The Howe bridge truss is subjected to the loading shown. Determine the force in members HI, HB, and BC and state if these members are in tension or compression. 30 kN A 20 kN 20 kN H 70 kN с 20 m, 4@5m- G MAHIMONSHOSHE D F E 3m ↓
If the force in member AG of the truss in the figure below is 6 kN (C), then the :force (in kN) in member BG is d1=6.1 6 kN 3 kN 3 kN 1.5di 1.5di F di В di D -0.75d1 1.5di 0.75di
Given the truss below what are the internal force members of members BF, AB and AD. Determine whether compression or tension. -3m4m3 m →| A B 60 KN FAB = Blank 1 kN FAD = Blank 2 kN FBF = Blank 3 kN E D T 3 m 4 m 3 m
Z B D K E F1 F2 AC, CE, EG, GI, IK, BD, DF, FH, HJ = 9.5 m, AZ=11.5 m, ZB=5 mF_1= 65 kN, F_2 = 65 kN For the truss as shown and the loading indicated. Show the free body diagram for the joint: Olncluded in manual solution ONot made 1.Find the reactions. Reaction at A is: kN. (answer to the nearest whole number) Reaction at K is: kN. (answer to the nearest whole number) ENG 2 G 4 O E
In the truss shown in Figure. Determine the force member at EF. 400 kN 800 kN 6 m 3 m 3 m 6 m E 6 m 200 kN 200 kN 1440 KN tension O 1440 KN compression 200 KN compression None of the above O 200 KN tension
In the truss shown in Figure. Determine the force member at BC. * 400 kN B 800 kN D 6 m 3 m 3 m 6 m E 6 m 200 kN 200 kN 200 KN tension O None of the above 200 KN compression 700 KN compression 700 KN tension
The frame supports a 6-kN vertical load at C. The bars ABC and DEF are horizontal (Figure 1) Figure 0.5 m A -0.4m+ B -0.8 m- -1.0 m E -0.4 m- F 16 KN Ic 1 of 1 Pro