Answered: 5 kN 4 kN 4 kN 3 kN 2 kN (E 3 m н 5 m-…

Engineering

Civil Engineering

5 kN 4 kN 4 kN 3 kN 2 kN (E 3 m н 5 m- -5 m- -5 m- Probs. 6–39/40

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Load on Structures

Civil engineers primarily deal with beams in their day-to-day applications. A beam is a structural member that resists shear loadings. There are various types of beams such as cantilever beam, simply supported beam, and over the hanging beam. All these beams have a different end and loading conditions.

Question

Determine the force in members BC, HC, and HG.
After the truss is sectioned use a single equation of
equilibrium for the calculation of each force. State if these
members are in tension or compression.

5 kN
4 kN
4 kN
3 kN
2 kN
(E
3 m
н
5 m-
-5 m-
-5 m-
Probs. 6–39/40

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Answer: AB = 143, BC=374, AC=264
1.5 m L E 2 t t T t A -2 m 3 kN D B 2 m Determine the force in each of the truss members using method of joints. Draw all pertinent free-body diagrams and indicate tension or compression for the internal forces. Identify any zero-force members.< C I=
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• In the following problems solve the value of internal force member in the truss using the method of Section or the method of Joint • Show the free body diagram (FBD) in your solution • Solving without any FBD in your solution is considered wrong. • State whether each member is in TENSION (T) or COMPRESSION (C)
At the beginning of your solution, write down the values of P1, P2, P3 and L and solve the followings using the section method: 4- The internal member force FBC; 5- The internal member force FBE.
I tried to solve the first problem by cutting a section at s and then taking the sum of moments with respect to point H (HJ, HI, DJ are now not relevant) which looks like it yields compression which seems right but I keep on getting the wrong answer
- Google Chrome "attempt.php?attempt-1401654&cmid=709788&page=2 F, D d F2 F b. a= 2.9m, b= 2.2m, c= 4.5m, d== 1.2m F-120N, F, = 2400N, 0, = 35*, F = 500N.
STRENGTH OF MATERIALS UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTION AND FBD. NO LONG EXPLANATION NEEDED. ANSWER IN 3 DECIMAL PLACES. Solve for the stress of all members (AB,AC,BC,BE,BD, CE,DE,DF,EF,EG,FG,FH,GH) for the truss given below. The cross-sectional areas of the members is as follows Top and Bottom Chords = 350mm, Post = 300mm, Web/diagonals = 250mm.
Calculate the forces in members BE and BD of the loaded truss. The forces are positive if in tension, negative if in compression. Assume F = 7.5 kN, a = 2.5m, b = 3 m, c = 2 m, and d = 2 m. A F Answers: BE= BD = a i i B b E a b O KN KN
Determine the force in each member of the loaded truss. Make use of symmetry of the truss and of the loading. Forces are positive if in tension, negative if in compression. Answers: AB= AH = BH = BC= i CF = CG= CD= i CH= 4.6 m EF= i FG = GH = i DE = i DF= i i i i Mi i B 3.6 m H 34 KN 4.6 m 4.6 m G 61 kN D 4.6 m F 34 KN KN KN KN KN KN KN Ξ Ξ Ξ KN KN KN KN KN KN KN E